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FA B C 01 4'-2' X 4'-0' CONCRETE LANDING (TYP @ EA DOOR) - ❑❑ n C❑ ❑❑ ❑ CODE REVIEW APPLICABLE CODE: 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL FIRE CODE AS AMENDED 2009 INTERNATIONAL ELECTRICAL CODE 2009 INTERNATIONAL ENERGY CODE OCCUPANCY CLASSIFICATION: B (OFFICE) S-2 (PARKING GARAGE) CONSTRUCTION TYPE1 V -B ALLOWABLE AREA (V -B) B 9000 S.F,, 2 ST❑RIES, 40 FEET HEIGHT S-2 13500 S.F., 2 STORIES, 40 FEET HEIGHT; ACTUAL AREA: MAIN LEVEL B 2467 S.F. S-2 1680 S.F. LOWER LEVEL S-2 4147 S.F, TOTAL AREA 8294 S.F. OCCUPANT LOAD: MAIN LEVEL B (BUSINESS) 1 OCCUPANT/100 S,F, X 2467 S.F S-2 (ACCESSORY STORAGE) 1/300 X 1680 = LOWER LEVEL S-2 (GARAGE) 1/200 X 4147 = 25 OCCUPANTS 6 OCCUPANTS 21 OCCUPANTS OrN LOWER FLOOR PLAN PLEASE NOTE: These amended plans must accompany previously approved field set of plans for cross reference and inspections including "Conditions of Permit" as follows: • Original Plans stamped as APPROVED on 5/25/2012 • Updated/Amended Plans stamped as APPROVED on 11/13/2014 REVISIONS APPROVED DATE: I 16 B, NOTE: These drawing revisions must accompany the previously approved set of plans at job site for Building Inspector's reference. COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GA, GARNER ASSOCIATES, INCORPORATED ARCHITECTURE AND PLANNING Harry Garner Registered Architect ■ 4181 County Road 311 New Castle, CO 81647 970-876-2210 CELL 970-379-8345 E-mail: garner-harry@msn.com Web site: gaiassociates.com 0 t 103'-8" N Q 0 " 0 5'-1" �A)] a �N 0ll 0 V H QV' v Q W Q � �0 � o O a w w H, I O 2X4 FURRING W/ � v W 1/2' GYPSUM BOARD ON 3-1/2' MTL STUDS W/ R-il BATT INSULATION AT ALL PERIMETER BASEMENT WALLS CEILING f - / grath U t l l t Y 103 R-15 BATT INSULATI❑N @ ALL CONCRETE WALLS IN BATH AND UTILITY 18 1 2X6 WALL 1/2' GYPSUM BOARD CEILING @9'-0' ON 2X6 CEILING JOISTS W/ R-38 BLOWN CELLULOSE INSULATION ABOVE NO CEILING - OPEN TO STRUCTURE Garage 101 17 16 15 14 13 12 11 CODE REVIEW APPLICABLE CODE: 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL FIRE CODE AS AMENDED 2009 INTERNATIONAL ELECTRICAL CODE 2009 INTERNATIONAL ENERGY CODE OCCUPANCY CLASSIFICATION: B (OFFICE) S-2 (PARKING GARAGE) CONSTRUCTION TYPE1 V -B ALLOWABLE AREA (V -B) B 9000 S.F,, 2 ST❑RIES, 40 FEET HEIGHT S-2 13500 S.F., 2 STORIES, 40 FEET HEIGHT; ACTUAL AREA: MAIN LEVEL B 2467 S.F. S-2 1680 S.F. LOWER LEVEL S-2 4147 S.F, TOTAL AREA 8294 S.F. OCCUPANT LOAD: MAIN LEVEL B (BUSINESS) 1 OCCUPANT/100 S,F, X 2467 S.F S-2 (ACCESSORY STORAGE) 1/300 X 1680 = LOWER LEVEL S-2 (GARAGE) 1/200 X 4147 = 25 OCCUPANTS 6 OCCUPANTS 21 OCCUPANTS OrN LOWER FLOOR PLAN PLEASE NOTE: These amended plans must accompany previously approved field set of plans for cross reference and inspections including "Conditions of Permit" as follows: • Original Plans stamped as APPROVED on 5/25/2012 • Updated/Amended Plans stamped as APPROVED on 11/13/2014 REVISIONS APPROVED DATE: I 16 B, NOTE: These drawing revisions must accompany the previously approved set of plans at job site for Building Inspector's reference. COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GA, GARNER ASSOCIATES, INCORPORATED ARCHITECTURE AND PLANNING Harry Garner Registered Architect ■ 4181 County Road 311 New Castle, CO 81647 970-876-2210 CELL 970-379-8345 E-mail: garner-harry@msn.com Web site: gaiassociates.com 0 t Z O N Q 0 " 0 �A)] a �N 0ll 0 V H QV' v Q W Q � �0 � o O a w w H, z � � v W U W MARRY A GAR 305739 011O`1 I16 REVISIONS 1409A-06-20-18, FIELD MODIFICATIONS 70B NUMBER 1409 DATE 10-20-14 DRAWN BY CHECKED BY SHEET NUMBER A2.Ia v MAIN FLOOR OrNREFLECTED CEILING PLAN AVT7-4" = 1'-0" COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GA, GARNER ASSOCIATES, INCORPORATED ARCHITECTURE AND PLANNING Harry Gamer Registered Architect m 4181 County Road 311 New Castle, CO 81647 970-876-2210 CELL 970-379-8345 E-mail: gamer_hany@msn.com Web site: gaiassociates.com 0 W o N Q 0 " 0 � � a v � a 0 a U Z �� wax � � � 0 � o a K � a w " w � w � wo � u w MRRY& REVISIONS JOB NUMBER 1409 DATE 10-20-14 DRAWN BY CHECKED BY SHEET NUMBER A6.la R-38 BLOWN CELLULOSE INSULATION OVER 1/2" GYPSUM BOARD ATTACHED TO BOTTOM OF TRUSSES GAII GARNER ASSOCIATES, INCORPORATED ARCHITECTURE AND PLANNING Harry Garner Registered Architect ■ 4181 County Road 311 New Castle, CO 81647 970-876-2210 CELL 970-379-8345 E-mail: gamer-harTy@msn.com Web site: gaiassociates.com �p 0 N Q 0 H0 0 a � � �N 0 (� U wax � � a � 0 W Z N w A H Z W 0 � W CI e HARRY A GARNER O 305739 S REVISIONS JOB NUMBER 1409 DATE 10-20-14 DRAWN BY CHECKED BY SHEET NUMBER AS .2a IGH CHASE CHANICAL SIZE IN F DOOR SCHEDULE U—FACTOR FOR ALL EXTERIOR DOORS = .35 WINDOW SCHEDULE (SEE ELEVATIONS FOR LOCATIONS OF TEMPERED GLASS) U—FACTOR FOR ALL WINDOWS = .35 AIR INFILTRATION FOR ALL WINDOWS MARK TYPE = .3 CFM/SF NOMINAL WIDTH HEIGHT REMARKS A ALUM CLAD WOOD 5'-0" 5'-0" EXISTING B ALUM CLAD WOOD 5'-0" 5'-0" EXISTING C FIXED ALUM STOREFRONT 8'-0" 5'-0" SEE NOTE 1 D FIXED ALUM CLAD WOOD 6'-0" 7'-3" EXISTING �� � 0 M 2 AWNING ALUM CLAD WOOD 3'-0" 2'-0" EXISTING E FIXED ALUM CLAD WOOD 6'-0" 7'-3" EXISTING F2) - AWNING ALUM CLAD WO D 3'-0" 2'-0" EXISTING F FIXED ALUM STOREFRONT 8'-0" 5'-0" SEE NOTE 1 G H FIXED FIXED ALUM STOREFRONT ALUM STOREFRONT 6'-0" 10'-0" 5'—O" 5'-0" SEE NOTE 1 SEE NOTE 1 NOTE 1 REMOVE EXISTING WINDOW. NEW SILL TO BE SET SAME HEIGHT AS TOP OF AWNING WINDOW ® WINDOWS D & E. LOWER HEAD OF OPENING AS REQUIRED. FINISH INTERIOR AND EXTERIOR TO MATCH ADJACENT SURFACES DOOR TYPES D1 FULL LITE ALUM CLAD WOOD (EXIST) D2 FULL LITE ALUM CLAD WOOD D3 SOLID CORE WOOD D4 NOT USED D5 ALUM SECTIONAL OVERHEAD (EXIST) D6 NOT USED OrN MAIN FLOOR PLAN COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GAII GARNER ASSOCIATES, INCORPORATED ARCHITECTURE AND PLANNING Harry Garner Registered Architect 0 4181 County Road 311 New Castle, CO 81647 970-876-2210 CELL 970-379-8345 E-mail: p mer_harry@msn.com Web site: gaiassociates.com M REVISIONS 1409A-06-20-18 FIELD MODIFICATIONS JOB NUMBER 1409 DATE 10-20-14 DRAWN BY CHECKED BY SHEET NUMBER A2.2a Z 0 N " Q 0 � � w a W a wN 0 � wax � 0 � Z p �� � 0 M U a W " w � � x W 0 REVISIONS 1409A-06-20-18 FIELD MODIFICATIONS JOB NUMBER 1409 DATE 10-20-14 DRAWN BY CHECKED BY SHEET NUMBER A2.2a A` O 0 2 \l (3 i '4 �5(6 103'-8" 10'-1 1/4" 511 9'-51/4" 51-1'I i Bath Uti�Ity 103 2XG t �� ALL �h!IA// ! -� 3❑ CEILING - EN CTI URE Garage 101 2X4 FURRING W/ R-15 BATT INSULATION @ ALL CONCRETE WALLS IN BATH AND UTILITY 1/2" GYPSUM BOARD CEILING @9'-0" ON 2X6 CEILING JOISTS W/ R-38 BL❑\;N CELLULOSE INSULATION ABOVE O O O C 4'-2" X 4'--0' CONCRETE LANDING (TYP C- EA D❑❑R)-- - CODE REVIEW APPLICABLE CODE 2009 INTERNATIONAL. BUILDING CODE 2009 INTERNATIONAL FIRE CODE AS AMENDED 2009 INTERNATI❑NAL ELECTRICAL CODE 2009 INTERNATI❑NAL ENERGY CODE OCCUPANCY CLASSIFICATION: B (OFFICE) S-2 (PARKING GARAGE) CONSTRUCTION TYPE V -B ALLOWABLE AREA (V -B) B 9000 S.F,. 2 STORIES, 40 FEET HEIGHT S -E 13500 S.F , 2 STORIES, 40 FEET HEIGHT CONDITIONS OF PERMIT BLCO-2-12-2364 Theresa Lowry/Ecos Environmental 2 Story Storage/Office Building 6690 Hwy 82 GWS, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IECC, IFC, AND THE MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH THE CURRENT "CL" ZONE DISTRICT REGULATIONS. 3) BUILDING IS APPROVED AS TYPE V -B CONSTRUCTION, B, S-2 OCCUPANCIES. 4) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 5) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 6) ACCESSIBILITY REQUIRED PER 2009 IBC, CHAPTER 11 AND ICC/ANSI A117.1-2003. 7) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 8) LOCKS, LATCHES, AND LANDINGS PER 2009 IBC, SECTION 1008. ACTUAL AREA' MAIN LEVEL B 2467 S.F. S-2 1680 SF, LOWER LEVEL. S-2 4147 S.F. TOTAL AREA 8294 S.F. OCCUPANT LOAD; MAIN LEVEL B (BUSINESS) 1 OCCUPANT/100 S.F, X 2467 S,F, = 25 OCCUPANTS S-2 (ACCESSORY STORAGE) 1/300 X 1680 = 6 OCCUPANTS LOWER LEVEL S-2 (GARAGE) 11200 X 4147 = 21 OCCUPANTS i�se �2 s/zS�Z �%ppf2o�ea/ �L'>�l� LOWER FLOOR PLAN 7� APPROVED 111INWrT40N0°t'199 C.�ca 3 0 = 713 A UWOCFIOW GAMS 0 (CYT' " � co m Fco aim MM C AIODM�lCl><i N1y91DDT 1 IN= PLATT@ 041 IRT@ m a rAtoCU C_ L C_ CL CU s [/7 ~ 0 3 3 y CU _j CV L7 COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GAII GARNER ASSOCIATES, INCORPORATED ARCHITECTi.7RE AND PL\NNING Harry Garner Registered Architect ■ 4181 Counts Road 311 New Castle. CO 81647 970-876-2210 CELL 970-379-8345 E-mail: garner_IixTy@msn.com Web site: gaiassociates.com M Z 0 0 N O W 0 w � a 0 V V e M W z (N� 0 w y GARNER S HAR30573 r REVISIONS JOB NUMBER DATE DRAWN BY CHECKED BY SHEET NUMBER Aj - CV 00 N Bo C l D 02 8'-51/211 Copy Area 212 Goy ��� �����>• p� z�Q rnZo ' Se���-r iao8 3 4 10'-11 1/2" 10'_11 1/21P 10'-10 1/2" 20'-8 1/411 Of f ice 213 CONCRETE LANDING 1'- " (TYP LD EA D❑❑R'— --- - MI `B) - - -- - - Office ❑f Tice x6 ` ALL 214 215 I��_11 Reception U 202 ALUMINUM EXISTING 2X6 QST❑REFR❑NT '"`•'-ALL REMOVED. SYSTEM SALVAGE MATERIAL FOR USE IN NEW 2X6 PARTITIONS Open Work 7'-9" 5'-5 3/4" T-5 1/211 " Area 2X6 2X6 211 ! dALL i WALL Office ' 210 ALUMINUM STOREFRONT r. SYSTEM n © Off ice 209 11' N ALUMINUM Ln STOREFRONT 00 SYSTEM N Conference Officeco 208 207 N n \REMLIV, L wINDGW REFRAME F _i P. NEW b✓IND❑'v✓ REMOVE EXIST '',v i; iD' `.i CLOSE WINDO\;' D' ----NTNG DOOR SCHEDULE✓Z�GL��t* J U -FACTOR FOR ALL EXTERIOR DOORS =.35 MARK TYPE WIDTH HEIGHT REMARKS -- - 11 D1 2'-0" 9-9' 12 D5 16'-0" 10'-0" 13 D5 161-0" 10'4Y" 14 D5 161-0" 10'4r 15 D5 161-0" 101-0" 16 D5 15'-6" 101-0" REDUCE WIDTH OF EXIST DOOR 6" 17 D2 3'-0" T-0" REMOVE EXIST 2'-0" WIDE DOOR. REFRAME OPENING AS REQ -1) 18 D3 3'-0" 7'-0" PROVIDE SMOKE SEAL 19 D3 3'-0" 7'4" PROVIDE SMOKE SEAL 21 D1 31-0" 8'-0" 22 D2 3'-0" 8'-0" 23 D3 3'-0" T-0" 24 D3 3'-0" T-0" _ 25 D3 V-91 T-0" 26 D3 &-a, T-0" 27 D4 T -al T-0" 28 D4 Y -al 7'-0" 29 D4 24 74- 30 D4 3'-0" T-0" 31 D4 3'-U' T-0" _ 32 D4 3'-0" T-0" 33 D4 T -O" T-0" 34 D5 10'-0' 10'-0" E EXISTING I OR TO BER MOVED. CLIOSE OPENING & FINISH INTERIOR & EXTERIORTO MATCH 2X6 STUD / SHEAR WALL- - SEE STRUCTURAL Hall Women 204 staff ounge 206 13'-3 1/2#1 18'-4" 1 103'-8" WIN DOW SCHEDULE (SEE ELEVATIONS FOR LOCATIONS OF TEMPERED GLASS) U -FACTOR FOR ALL WINDOWS =.35 CFM/SF AIR INFILTRATION FOR ALL WINDOWS =.3 NOMINAL MARK TYPE WIDTH HEIGHT REMARKS A CLAD WOOD 5'-0" 51-0" EXISTING B _ALUM ALUM CLAD WOOD 6-9' 5'-0" EXISTING C TFIXED ALUM STOREFRONT 8'-0" 514. SEE NOTE 1 D FIXED ALUM CLAD WOOD 6'-0" T -T EXISTING AWNING ALUM CLAD WOOD 3'-0" 2'-0" EXISTING E t _(2) FIXED ALUM CLAD WOOD 9-17 T -T EXISTING (2) AWNING ALUM CLAD WOOD 3'-0" 2'-0" EXISTING F G _ FIXED ALUM STOREFRONT W -V 6-9' FIXED ALUM STOREFRONT 6-17 51-0" SEE NOTE 1 SEE NOTE 1 H FIXED ALUM STOREFRONT 19-0" 64Y SEE NOTE 1 NOTE 1 REMOVE EXISTING WINDOW. NEW SILL TO BESET SAME HEIGHT AS TOP OF AWNING WINDOW @ WVINDOWVS D & E. LOWER HEAD OF OPENING AS REQUIRED. FINISH INTERIOR AND EXTERIOR TO MATCH ADJACENT SURFACES DOOR TYPES D1 FULL LITE ALUM CLAD WOOD (EXIST) D2 FULL LITE ALUM CLAD WOOD D3 SOLID CORE WOOD D4 FULL LITE ALUM STOREFRONT D5 ALUM SECTIONAL OVERHEAD (EXIST) D6 ALUM SECTIONAL OVERHEAD MODIFIED \6 5'-0" EQ REMOVABLE p; BOLLARD t ve Id4 Pala y Temporary Storage 201 411-83/411 ` ELECTRICAL PERAMTTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD • ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT COlFINAL INSPECTION MAIN FLOOR PLAN 1/4" = 1'-0" `7 C C d COPYRIGHT 2014 - GARNER ASSOCIATES, INc' GA9 GARNER ASSOCIATES, INCORPORATED ARCHITECTURE AND PIANNING H<'1ITy Gamer Registered Architect E 4181 County Road 311 New Castle, CO 81697 970-876.2210 CELL 970-379-834.5 E-mail: gamer, h:ury(_dmsn.com Web site: galassociates.com 1111 z 0 r'1 r H 0 � 0 �V H " H U1 N�� �0 � J 0 � w� F � x ;a 0 H z 0 U W REVISIONS JOB NUMBER DATE DRAWN BY CHECKED BY SHEET NUMBER 2. 3. 4. 5. SCOPE OF WORK A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. B. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL MECHANICAL CODE, ALL LOCAL CODES, AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE. C. THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY EFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS. D. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY THE ENGINEER OR ARCHITECT. PERMIT A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICA- TIONS AND PAY ANY AND ALL FEES. SHOP DRAWINGS A. SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR ACHITECT TO THE EQUIPMENT ENGINEER FOR APPROVAL. Q / THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. A. SHALL BE OF TWO ELEMENT SPIRAL CONSTRUCTION COMPOSED OF A CORROSION RESISTANT METAL SUPPORTING SPIRAL AND COATED FABRIC WITH A MINERIAL BASE. FLEXIBLE DUCT CONNECTORS SHALL BE LISTED BY U.L., CLASS 1 DUCTS, AND SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50. B. USE OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO NO MORE THAN 6 LINEAR FEET PER RUN. C. CONTRACTOR SHALL BE CAREFUL SO AS NOT TO KINK OR COLLAPSE FLEXIBLE DUCT. REFRIGERENT PIPING A. CONTRACTOR SHALL PROVIDE AND INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND IN SUCH A WAY AS TO BE INCONSPICIOUS AND FREE FROM ANY POSSIBLE CONDEN- SATION. INSULATE REFRIGERANT LINES WITH 2" OF FIBERGLASS INSULATION WITH BACKING. B. SHALL BE TYPE "L" COPPER TUBING, WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CON- NECTION WITH SILVER SOLDER. 6 7 8. 9. HVAC NOTES DUCTWORK A. THE DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "SMACNA" APPLICABLE MANUALS. ALL DUCTWORK SHALL BE THE LOW VELOCITY TYPE, UNLESS SPECIFIED OTHERWISE. B. CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRE DAMPERS AND ACCESS PANELS IN ANY AND ALL DUCTWORK WHICH PENETRATES A HORIZONTAL OR VERTICAL FIRE PARTI- TION, OR AS OTHERWISE SHOWN ON DRAWINGS. C. ALL BRANCH DUCTS TO HAVE VOLUME DAMPERS. D. SMOOTH TURN RADIUS DUCTWORK OR TURNING VANES SHALL BE USED THROUGHOUT WHERE FLOW EXCEEDS 150 CFM. E. ALL DUCT JOINTS TO BE SEALED IN ACCORDANCE WITH "SMACNA" STANDARDS AND ACCEPTED GOOD PRACTICE. F. ALL DUCT DIMENSIONS SHOWN ARE NET INSIDE VALUES. DIMENSIONS MAY BE CHANGED SO LONG AS THE NET FREE FACE AREA IS MAINTAINED. 11. GAS PIPING A. SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MAL- LEABLE IRON FITTINGS. WHERE GAS PIPE CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE RUNOUT, A 100% SHUT-OFF VALVE AND A UNION. GAS PIPING CONTAINING PRESSURE GREATER THAN 7" W.G. SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH WELDED JOINTS. 12. MISCELLANEOUS A. ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED WITH A SEALANT OF HIGH QUALITY AND LONG LIFE, TO PREVENT INFILTRATION OF OUTSIDE AIR INTO CONDITIONED SPACE. B. COORDINATE INSTALLATION OF ALL ROOF FLASHING AT ROOF PENETRATION. C. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. VERIFY ALL FIGURES, CONDITIONS, AND DIMENSIONS AT THE JOB SITE. G. ALL INTERIOR DUCTWORK SHALL BE INSULATED WITH 1-1/2" FIBERGLASS INSULATING BLANKET WITH ALUMINUM FOIL D FACING. ALL DUCTWORK IN UNCONDITIONED SPACES SHALL BE INSULATED WITH 2" FIBERGLASS INSULATING BLANKET WITH ALUMINUM FOIL, H.ALL SUPPLY AND RETURN DUCTWORK 15 FEET DOWNSTREAM OF THE HVAC UNIT SHALL BE INTERNALLY LINED WITH A 1/2" ACOUSTICAL DUCT LINER. DRAINAGE PIPING (LQNDENSATEI A. SHALL BE TYPE L COPPER WITH BRAZED FITTINGS. PITCH HORIZONTAL LINES 1" IN 10'-0". CONDENSATE DRAINS SHALL BE ROUTED TO FLOOR DRAIN OR INDIRECT WASTE DRAIN. HVAC CONTROLS A. CONTRACTOR TO SUPPLY AND INSTALL ALL CONTROL WIRING AND SENSORS AS REQUIRED. CONTROL MANUFACTURER SHALL BE SIEMENS. ELECTRICAL A. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF WIRING FOR EACH HVAC UNIT. A. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE OR METAL STRAP TO SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL NOT EXCEED 8 FEET FOR ALL PIPING. PLASTIC PIPING TO BE SUPPORTED EVERY 4 FEET. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAM- MATIC AND ARE BASED ON ONE MANUFACTURE'S EQUIP- MENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE DETAILS OF THE EQUIPMENT. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIP- MENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE. A. THE HVAC SYSTEM SHALL BE TESTED AND AND BALANCED BY AN INDEPENDENT AGENCY, UNDER THE SUPER- VISION OF A LICENSED PROFESSIONAL ENGINEER, A SEALED TYPE WRITTEN REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. 14. GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GAII GAS FIRED UNIT HEATER SCHEDULE cF EQUIPMENT SERVICE SERVICE CFM INPUT OUTPUT EFFC- GAS GAS VENT AIR MANUFACTURER & MODEL ELECTRIC MANUFACTURER & MODEL OPTIONS -ACCESSORIES NO. SERVICE RPM VOLT.-PH.-CY. (MBH) (MBH) IENCY RATE CONN. OUTLET INLET NOM. TONS MBH SENSIBLE GAS CFH AMPS V-PH-CY .. . MOTOR HP MCA MOCP 32.7 22"x22" NECK SIZE (CAR FM) A.F.I.I.E. .E. (CFH) SIZE SIZE SIZE 120-1-60 GF -1 GUH-1 GARAGE 1,600 4,400 300 240 BO 353 1-1/2 6"0 600 2' 8.0 120-1-60 1/4 TRANE - GAND 030 NOTE - 1 GUH-2 GARAGE GF -2 4,400 300 240 BO 353 1-1/2 6'0 6"0 136 8.0 120-1-60 1/4 TRANE - GAND 030 NOTE - 1 NOTES: 10 20 FRASER JOHNSON - TM9V12OC NOTE - 1 GF -3 EAST SIDE 1. SEPARATED COMBUSTION GAS-FIRED PROPELLER UNIT HEATER. PROVIDE REMOTE MOUNTED THERMOSTAT, DISCONNECT, AND MOUNTING BRACKETS. 200 COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GAII LOUVER AIR GAS FIRED FURNACE SCHEDULE cF EQUIPMENT THICKNESS OF LOUVER SERVICE SUPPLY OUTSIDE REFRIG. PIPING COOLING CFM HEATING MANUFACTURER & MODEL OPTIONS -ACCESSORIES MANUFACTURER & MODEL ELECTRICAL OPTIONS -ACCESSORIES EQUIPMENT SERVICE RPM VOLT.-PH.-CY. AIR RESTROOM (IN. W.G.) FILTERS �FIP)AN MANUFACTURER &MODEL OPTIONS -ACCESSORIES NOM. TONS MBH SENSIBLE GAS CFH MBH INPUT MBH OUTPUT V.-PH.-CY. MCA MOCP 32.7 22"x22" NECK SIZE (CAR FM) (CFM) FRASER JOHNSON - TCGF NOTE - 1 - CU -2 120-1-60 GF -1 NORTH SIDE 14.5 1,600 200 208-1-60 0.5 4 41 136 120 108 2' NOTES: 1 115-1-60 10 20 FRASER JOHNSON - TM9V12OC NOTE - 1 GF -2 SOUTH SIDE MATCHING HORIZONTAL 1,600 200 MC), 4" CONCRETE HOUSEKEEPING 0.5 4 41 136 120 108 2' BIRD SCREEN. 1 115-1-60 10 20 FRASER JOHNSON - TM9V12OC NOTE - 1 GF -3 EAST SIDE 1,600 200 0.5 N/A N/A 136 120 108 2" C 1 115-1-60 10 20 ERASER JOHNSON - TM9V12OC NOTE - 2 NOTES: 1. PROVIDE HORIZONTAL, 90+% EFFICIENT, SINGLE STAGE, MULTI -SPEED GAS FIRED FURNACE SYSTEM WITH MATCHING CASED EVAPORATIVE COIL. PROVIDE MULTI SPEED MOTOR, DISCONNECT, CONCENTRIC WALL TERMINATION VENT KIT, DIGITAL PROGRAMMABLE THERMOSTAT, POLYMER DRAIN PAN, FREEZE PROTECTOR & HANGING KIT W/ VIBRATION ISOLATORS. INLET CONDITIONS: 080-DB/69WB. REVISIONS 2. PROVIDE HORIZONTAL, 90+% EFFICIENT, SINGLE STAGE, MULTI -SPEED GAS FIRED FURNACE SYSTEM. PROVIDE MULTI SPEED MOTOR, DISCONNECT, CONCENTRIC WALL TERMINATION VENT KIT, DIGITAL PROGRAMMABLE THERMOSTAT, POLYMER DRAIN PAN, FREEZE PROTECTOR & HANGING KIT W/ VIBRATION ISOLATORS. INLET CONDITIONS: 080'DB/60'WB. 11-04-14 COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GAII LOUVER AIR COOLED CONDENSING UNIT SCHEDULE c� EQUIPMENT THICKNESS OF LOUVER SERVICE COOLING SEER REFRIG. PIPING ELECTRICAL CFM STATIC PRESS. (IN. W.G.) MANUFACTURER & MODEL OPTIONS -ACCESSORIES MANUFACTURER & MODEL NO. OPTIONS -ACCESSORIES CAPACITY (MBH) HP RPM VOLT.-PH.-CY. EF -1 RESTROOM LIQUID VAPOR VOLT.-PH.-CY. MCA MOCP CU -1 950 GF -1 48 14.5 3/8 3/4 208-1-60 32.7 22"x22" NECK SIZE 50 125 FRASER JOHNSON - TCGF NOTE - 1 - CU -2 120-1-60 GF -2 48 14.5 3/8 3/4 208-1-60 32.7 CEIUNG 50 0.5 FRASER JOHNSON - TCGF NOTE - 1 950 NOTES: PANASONIC - FV -20V03 NOTE - 1 EF -4 GARAGE i01 V 1. PROVIDE MATCHING HORIZONTAL CASED EVAPORATIVE COIL (FRASER JOHNSON - MC), 4" CONCRETE HOUSEKEEPING PAD, TWO SPEED CONDENSER, LOW AMBIENT KIT DOWN TO 0'F, THERMAL EXPANSION VALVE, GREENHECK - SE1-18-429-VG REFRIGERANT UNE SET, ANTI -SHORT CYCLE TIMER, EVAPORATOR DEFROST CONTROL, RUBBER ISOLATORS, AND HARD START KIT. 2 NOTES: 1. PROVIDE WITH DISCONNECT, REMOTE WALL SWITCH, RUBBER -IN -SHEAR VIBRATION ISOLATORS, BACKDRAFT DAMPER, AND BLACK GRILLE. 2. PROVIDE WITH DISCONNECT, VARI-GREEN EC MOTOR WITH MOUNTED POTENTIOMETER DIAL, BACKDRAFT DAMPER, WALL HOUSING WITH FLUSH EXTERIOR, AND 45' WEATHER HOOD WITH COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GAII LOUVER GRILLE - REGISTER - DIFFUSER SCHEDULE FAN SCHEDULE SIZE THICKNESS OF LOUVER EF EQUIPMENT N0. SERVICE FINISH LOCATION CFM STATIC PRESS. (IN. W.G.) A MOTOR MANUFACTURER & MODEL SIDEWALL SUPPLY OPTIONS -ACCESSORIES WATTS HP RPM VOLT.-PH.-CY. EF -1 RESTROOM CEILING DIFFUSER CEILING 125 0.5 42 - 950 120-1-60 PANASONIC - FV-20VQ3 ft1 W � Wa4l NOTE - 1 EF -2 RESTROOM 22"x22" NECK SIZE CEILING 125 0.5 42 - 950 120-1-60 PANASONIC - FV-20VQ3 WHITE NOTE - 1 EF -3 RESTROOM MOUNTING TYPES WITH CEILING. CEIUNG 125 0.5 42 - 950 120-1-60 PANASONIC - FV -20V03 NOTE - 1 EF -4 GARAGE i01 V EXTERIOR WALL 2,800 0.5 - 3/4 1,590 120-1-60 GREENHECK - SE1-18-429-VG F C N NOTE - 2 NOTES: 1. PROVIDE WITH DISCONNECT, REMOTE WALL SWITCH, RUBBER -IN -SHEAR VIBRATION ISOLATORS, BACKDRAFT DAMPER, AND BLACK GRILLE. 2. PROVIDE WITH DISCONNECT, VARI-GREEN EC MOTOR WITH MOUNTED POTENTIOMETER DIAL, BACKDRAFT DAMPER, WALL HOUSING WITH FLUSH EXTERIOR, AND 45' WEATHER HOOD WITH BIRD SCREEN. COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GAII LOUVER GRILLE - REGISTER - DIFFUSER SCHEDULE O EQUIPMENT NO. SIZE THICKNESS OF LOUVER TYPE MANUFACTURER & MODEL MANUFACTURER & MODEL FINISH LV -1 OPTIONS -ACCESSORIES 3'-4' A 14"00" ALUMINUM SIDEWALL SUPPLY PRICE - 535D NOTE - 1 WHITE DOUBLE DEFLECTION WITH 1/2" SPACING AND OBD B 24"x24" CEILING DIFFUSER PRICE - SPD WHITE OBD WITH SQUARE TO ROUND TRANSITION -SEE DWG FOR NECK SIZE C 24"x24" ft1 W � Wa4l RETURN GRILLE PRICE - PDR N WHITE 22"x22" NECK SIZE FOR RETURN AIR APPLICATION. WITH SOUND BOOT. D 12"x12" CEILING DIFFUSER PRICE - SPD WHITE OBD WITH SQUARE TO ROUND TRANSITION -SEE DWG FOR NECK SIZE NOTES: 1. COORDINATE ALL MOUNTING TYPES WITH CEILING. ALL AIR DEVICES SHALL BE PROVIDED IN BLACK TO MATCH THE EXISTING CEILING. COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GAII LOUVER SCHEDULE Harry Gamer EQUIPMENT NO. SERVICE WIDTH HEIGHT THICKNESS OF LOUVER MATERIAL SCREEN MANUFACTURER & MODEL OPTIONS -ACCESSORIES LV -1 BULK BOOKING EXHAUST 3'-4' Y-4' 6' ALUMINUM BIRD GREENHECK - ESD635 NOTE - 1 NOTES: 1. PROVIDE WITH KYNAR FINISH TO MATCH ADJACENT WALL COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GAII GARNER ASSOCIATES, INCORPORATED ARCHrrECTt1RE AND PLANNING Harry Gamer Registered Architect N 4181 County Road 311 New Castle, CO 81647 970-876-2210 CELL 970.379-8345 E-mail: lamer-halry(o rnsn.com Web site: gaiassoclates.com F C Q 0 C Q U jjl ft1 W � Wa4l N � � 0 rhl Q n nu Fny Z0� Z � rn i01 V U p w F C N 0 a w W v C W REVISIONS JOB NUMBER 1409 DATE 11-04-14 DRAWN BY CHECKED BY SHEET NUMBER M1-3 FAN GUARD CONDENSING UNIT k NT GAUGE N J�_ CK—SEATED REFRIGERANT LVE REFRIGERANT SUCTION LINE 6" THICK CONC. PAD — EXTENDWITH INSULATION 6" BEYOND UNIT ALL AROUNDREFRIGERANT LIQUID LINE SIGHT GLASS WITINDICATORDUIT —POWER AND FILTER—DRYCONTROL AIR—COOLED CONDENSING UNIT — SLAB MOUNTED AT GRADE N.T.S. OUTSIDE o WALL REDUCING n, INTAKE BUSHING AIR =y EXHAUST EXHAUST =0- AIR AIR a INTAKE MIN. a AIR CLAMP IN ABOVE AB s, AIR FINISHED �. GRADE ELBOW R o+. CONCENTRIC WALL TERMINATION INSTALLATION DETAIL (TYPICAL FOR HIGH EFFICIENCY GAS FURNACES) N.T.S. OLIUNUABOVE CABINET OR ROOF FAN CEILING BATHROOM EXHAUST FAN DETAIL — SIDEWALL DISCHARGE N.T.S. 1/2* 1/2" MATTE INSULATION (TYPICAL) 2402" DUCT OPENING EXTENDING 12" AWAY FROM UNIT SUPPLYING TEMPERED AIR. CEILING WALL CAP W/ BACKDRAFT DAMPER HORIZONTAL GAS FURNACE DETAIL N.T.S. FLEX DUCT MAX. 6'-0" FLEX DUCT SIZE SHALL MATCH NECK SIZE ,- / CEILING OPPOSED I DAMPER - SUPPLY COLLAR --i t— HAND DAMPER DRAW BAND WITH SILICONE SEALER POWDER ACTUATEDI PIN(IF ALLOWED CEILING DIFFUSE CEILING RETURN GRILLE BY CODE) STEEL BEAM CONCRETE SLAB EXPANSION SHIELD WASHER BEAM TYPICAL DIFFUSER C O N N E C /� CLAMP TYPICAL SOUND ATTENUATION BOOT .,.e... .d...:..:d....,�. TIO BOTTOM CHORD OF STEEL JOIST (SIDE OF DUCT CONNECTION) USE THIS METHOD WHENEVER DUCTS NOT TO SCALE CAN BE GROUPED TOGETHER 1/2" ALL THREAD NOT TO SCALE ROD 1° X 16 GA. 1/2" ALL THREAD SEE PROJECT DRAWINGS FOR STRAPS SHEET METAL ROD NUMBER & SIZE SCREWS DUCT -SEE PROJECT PLAN FOR SIZE SINGLE RECTANGULAR DUCT MULTIPLE DUCT RUNS ON TRAPEZE HANGERS Z2'X2* X 3/16" ANGLE (WERE DUCTS SHALL BE SUPPORTED AT 2"X2" X 3/16" ANGLE (WHERE — NOT LESS THAN 10FT. O.C. LENGTH OF ANGLE EXCEEDS 6FT. USE INTERMEDIATE SUPPORT) WOOD BEAM DUCT RISER -SEE PROJECT PLANS ���� / FOR SIZE o� 1-1/2" X 1-1/2" X 1/8" SHEET METAL SCREWS �- �� OFGLE DUCBOTH SIDES 1_1/2^ X 1_1/2• X 1/8" ANGLE BOTH SIDES OF DUCT SECURE STRAP FLOOR CURB HANGERS TO STRUCTURE TURN STRAP -� _a.-.:. �. IN 1'X18 GAGE STRAP—y SHEET METAL • HANGERS U1 T" SCREWS 3011,0 1"X 1/8" ,..., HOLE IN STRUCTURAL 30":0 AT 10' O.C. SEAL HOLE AFTER FLOOR DUCT INSTALLATION DUCT RISER DUCT -SEE PROJECT WITH RED LEAD PLANS FOR SIZE AND OAKUM ROUND DUCT RISER SUPPORT HANGER AND SUPPORT DETAILS FOR LOW PRESSURE DUCTWORK UP THRU 2" WG (VARIOUS METHODS OF ATTACHMENT) NOT TO SCALE COOLING COIL DRAIN PAN SECTION \_ ADAPTOR 4" AIR HANDLING UNIT OR AIR CONDITIONING UNIT MINIMUM SIZE 1" OR FULL SIZE ON UNIT CONNECTION. _EXTEND FULL SIZE. TO INDIRECT WASTE CONNECTION TYPICAL OF ALL BLOWER COILS `—DRAIN PLUG CONDENSATE DRAIN DETAIL Em COPYRIGHT 2014 - GARNER ASSOCIATES, INC GA51 rARNER ASSOCIATES, INCORPORATED CHITECrURE AND PLANNING Harry Garner Registered Architect m 4181 County Road 311 New Castle, CO 81647 970-876-2210 CELL 970-379-8345 mail: gamer-harryCo?msn.com Web site: gaiassoclates.com 0 REVISIONS JOB NUMBER 1409 DATE 11-04-14 DRAWN BY CHECKED BY SHEET NUMBER M1-4 F C H Q O a C U � a a U U n z O Q o 7 U U W Q C H O r F Q ITI �v UC W REVISIONS JOB NUMBER 1409 DATE 11-04-14 DRAWN BY CHECKED BY SHEET NUMBER M1-4 PLUMBING LOWER LEVEL FLOOR PLAN NORTH KEY NOTES! Q I. ROUTE VENTS FROM THE PLUMBING FIXTURES PER THE REQUIREMENTS OF THE 2012 INTERNATIONAL PLUMBING CODE, COLLECT AND ROUTE CONCEALED TO THE VTR'S SHOWN ON P1-2. 2. CONNECT NEW TO EXISTING UTIUTY AT THIS APPROXIMATE LOCATION. COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GAII GARNER ASSOCIATES, INCORPORATED ARCHITECTURE AND PLANNING Harry Garner Registered Architect 0 4181 County Road 311 New Castle, CO 81647 970-876-2210 CELL 970-379-8345 E-mail: pmer_harry(a)msn.com Web site: gaiassociates.com 0 9887 REVISIONS JOB NUMBER 1409 DATE 11-04-14 DRAWN BY CHECKED BY SHEET NUMBER F� C H Q 0 hw Q jj� IIC VI Ifs V � fN�tl F4 W � 0 H n Z0� x � � Q z 0 U U w w 0 w � o � � � w w z w � 0 c u w 9887 REVISIONS JOB NUMBER 1409 DATE 11-04-14 DRAWN BY CHECKED BY SHEET NUMBER PLUMBING MAIN LEVEL FLOOR PLAN SCALE: 1/4"-1'-0' KEY NOTES: <> 1. PROVIDE AND INSTALL CIRCUIT SERER WITH FLANKING SHUT-OFF VALVES. BALANCE TO 2.0 GPM. 2. ROUTE 3" VENT THROUGH ROOF AT THIS APPROXIMATE LOCATION. MAINTAIN A MINIMUM OF 10' FROM ALL BUILDING FRESH AIR INTAKES, ROUTE VENTS FROM THE PLUMBING FIXTURES PER THE REQUIREMENTS — OF THE 2012 INTERNATIONAL PLUMBING CODE. COLLECT AND ROUTE CONCEALED TO THE VTR. NORTH 3. ROUTE GAS UNE TO NEW FURNACE AND CONNECT. 4. ROUTE CONDENSATE DRAIN FROM THE CONNECTION AT THE FURNACE WITH A 3/4' COPPER LINE TO THE NEAREST INDIRECT DRAIN OF ADEQUATE CAPACITY. TERMINATE WITH 2" AIR GAP. COPYRIGHT 2014 - GARNER ASSOCIATES, INC. GA31 GARNER ASSOCIATES, INCORPORATED ARCHITECTURE AND PLANNING Harry Garner Registered Architect m 4181 County Road 311 New Castle, CO 81647 970-876-2210 CELL 970-379-8345 E -mad: garner_harry@msn.com Web site: gaiassociates.com m REVISIONS JOB NUMBER 1409 DATE 11-04-14 DRAWN BY CHECKED BY SHEET NUMBER P1-2 F C H Q 0 a Q c � � a 0 d a a � � 0 U � U Fh Q n nV H x0� Z Q 0 � � � w U U d � w x � N 0 a w z U u REVISIONS JOB NUMBER 1409 DATE 11-04-14 DRAWN BY CHECKED BY SHEET NUMBER P1-2 03 W O CONDITIONS OF PERMIT BLCO-2-12-2364 Caleb Edelman/MCGI 1, LLC 2 Story Storage Building 6690 Hwy 82 GWS, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IECC, IFC, AND THE MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH THE CURRENT -CL" ZONE DISTRICT REGULATIONS. 3) BUILDING IS APPROVED AS TYPE V -B CONSTRUCTION, S-2 OCCUPANCY. 4) CHANGE IN USE, OCCUPANCY, AND/OR ALTERATIONS TO BUILDING REQUIRES A SEPARATE BUILDING PERMIT. LAND USE CHANGE PERMITS MAY BE REQUIRED. 5) CONTACT LOCAL FIRE DISTRICT FOR PERTINENT IFC REQUIREMENTS PRIOR TO CONSTRUCTION. FIRE DISTRICT APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 6) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION, 1500 PSF. 7) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAME INSPECTION. 8) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 9) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 10) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 11) LOCKS, LATCHES, AND LANDINGS PER 2009 IBC, SECTION 1008. 12) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR CO/FINAL APPROVAL. — - SITE DEVELOPMENT PLAN j 1 =30'-0' NORTH w oRAPHE SCALE .-T 1000 .:!7e le 6�::vp�.o 40/0-A 40ejwv .00 �u� /off• 07peelieove. 4 /57 z'01 --1 n APPROVED SUBJECT TO NOTED Dategf/ YaCCEPTIONS dk INSPECITONS GARF)�LD COUNTY o Q BUILD&G EPAR�A�t�T ZS /Z C P LD COP NO INSPECTION WITHOUT THESE PLANS ON SITE PW of OF 00<\ ro ANTHONYJ. O AOR C4267 G \ \EO AFRG�\/, 0 v W v v LO M N N N G U Eau C � d .D LC3 m 67*j OI 03 N m V CO o � x a E o 0 m m = coy W I LO N 1,� flan Glne�l� CVfi'2�M$ L�.� 3 • IS � 12 Permit Set 2-17-11 TO NY MAJ O R A R C H I T E C T 556 Jacobs Place, Carbondale, CO 81623 970 618-6256 tjmajormail@gmai I. com A 1 .1 � OO O VO O -0 co Al ( N O c m(DU a co o= 06 Z p O C> C: }� N E � � N ) C (O N � > C C7 U)' A, W Cf) O° U W U w LO M N N N G U Eau C � d .D LC3 m 67*j OI 03 N m V CO o � x a E o 0 m m = coy W I LO N 1,� flan Glne�l� CVfi'2�M$ L�.� 3 • IS � 12 Permit Set 2-17-11 TO NY MAJ O R A R C H I T E C T 556 Jacobs Place, Carbondale, CO 81623 970 618-6256 tjmajormail@gmai I. com A 1 .1 r U) w 0 0 0 M SITE DEVELOPMENT PLAN 1 "=1 0'-0'1 0 0 10 20 GRAPHIC SCALE (IN FEET) NORTH 40 Copyright rArchdect OF Coto � 'Qy C,) J. �O MAJOR C4267 V X 0 A1��/ ,c,� ?Ian cklecac, wrlec#'fbnS 3.15. 12 Permit 2-17-11 Set TONY MAJ O R A R C H 556 Jacobs I T E C T Place, Carbondale, CO 81623 970 618-6256 tjmajormaii@gmaii.com A 1 .2 M 0 W W 0 Al W CV 0 00 .. to 0 m U cu C) t T 06 _ � o U � }� VJr ) O E c O � m cfl m > c CD �//'�� W W O° U W U w ,c,� ?Ian cklecac, wrlec#'fbnS 3.15. 12 Permit 2-17-11 Set TONY MAJ O R A R C H 556 Jacobs I T E C T Place, Carbondale, CO 81623 970 618-6256 tjmajormaii@gmaii.com A 1 .2 1' 7 WEST ELEVATION 3/16'=f'0" WE Exterior Materials Legend Wall Materials: 1 . Painted hardboard siding- color &pattern#1 2. Painted hardboard siding- color &pattern#2 3. Exposed co nor et a to undat ion wall 4. Stained wood siding Beams &Columns 1 1 . Exposed painted steel beam -see structural 12. Exposed painted steel column -see structural 13. Exposed concrete column base -see structural Trim 21 1 x stained cedar fascia -see details 22. Stained 2x wood t rimto match depth of all. beam 23. Stained 1 x6 wood trim Roofing 31 . Asphalt shingle roofing 32. Continuous integral sheet metal gutter- see details 33. Downspout finished to match adjacent material 34. Pre -finished S.M. flashing to match roofing Misc. 41 Indicates finished grade 42. Indicates existing grade 43. Stone retaining wall 44. Foundation -see structural drawings 45. Garage doors -see schedule 46. Gravel driveway -see site plan Note. -Allexterior materials shall have a flamespread index of 25 or less (class 1 ) -All exterior wood shall be listed and tested for exterior use. -All exposed flashings shall be finished to mat ch t he adjacent material u.n o. EL � =6657- o //pF COLO\ ANTHONY J. O MAJOR 04267 ~ V O��sEO APG\/ 0) M L M ^D W M L. O ���� VJ VJ O U W 'j flan dwcL Corre1}itw 3.15 -12 Permit Set 2-17-11 TO NY M A J OR A R C H I T E C T 556 Jacobs Place, Carbondale, CO 81623 970 618-6256 tjmajormait@gmaii.com A 3 .1 LOWER LEVEL 100'-0" L ------- I I A LOWER LEVEL I 100'100 I I F—L-------- -- 4 II I I ----------------------------------------�---� --------------- ----------------------- �v C EAST ELEVATION 3116"=1'-0" --------------------------------------------------- p NORTH ELEVATION 3/16"=1'0" 054 Exterior Materials Legend Wall Materials: 1 . Painted hardboard siding- color &pattern#1 2. Painted hardboard siding- color &pattern#2 3. Exposed concrete foundationwall 4. Stained wood siding Beams &Columns 11 . Exposed painted steel beam -see structural 1 2. Exposed painted steel column -see structural 13. Exposed concrete column base -see structural Trim 21 . 1 x stained cedar fascia -see details 22. Stained 2x wood trimto match depth of stl. beam 23. Stained 1 x6 wood trim Roofing 31 . Asphalt shingle roofing 32. Continuous integralsheet metalgutter- see details 33. Downspout finished to matchadjacent material 34. Pre -finished a m.flashing to match roofing Misc. 41 . Indicates finished grade 42. Indicates existing grade 43. Stone retaining wall 44. Foundation -see structural drawings 45. Garage doors -see schedule 46. Graveldriveway-see site plan Note'. -All exterior materials shall have a flamespread index of 25 or less (class 1 ) -Allexterior wood shall be listed and tested for exterior use. -AII ex posed flashings shall be finished to matt h t he adj acent material u.n.o. Copyright �.,y: ';rArch sect Of Coto jT ANTHONY J. O MAJOR 04267 �V 0 AR�'� t'iae9 Gklck CDR_ecl-run' v,^5•l2 Permit Set 2-17-11 TONY MAJ O R A R C H IT E C T 556 Jacobs Place, Carbondale, CO 81623 970 618-6256 tj majormail@g mail. com A 3.2 /}� `V O O (� o V o CU W N N _O WO M CU CO N L T L 06 = 7 O � o U +0 U) 0)-0 E co a� C: co «- o L > CD C - I a1 ''^) v! OU U W U w t'iae9 Gklck CDR_ecl-run' v,^5•l2 Permit Set 2-17-11 TONY MAJ O R A R C H IT E C T 556 Jacobs Place, Carbondale, CO 81623 970 618-6256 tj majormail@g mail. com A 3.2 GENERAL STRUCTURAL NOTES STEEL FORM DECK (FLOORS) GENERAL REOUIREMENT5 I. Design Is booed on the 2003 edition of the International Residential I. Steel dock for the floors shall be 41/16" x 22 gage non -composite code (IR(:o). deck with the following minlmum properties: 1 .020 IN 4/FT 2.Design Live Loads, 5 = .065 IN^5/FT a. Roof(Snor0................................. 40 PSF b. Floor ............................................... 125 P5F 2. Sheet steel for decking to conform to ASTM A446, minimum yield c. Wlnd............. 410 MPH Basic Wind Speed, 5 second gust strapgti ■ 38,n accorda P51. 3. Install dance with the construction documents and the deck 5.All dimensions, elevation* and details on structural documents monufocturor'a recommendations. shall be verified against the architectural documents prior to 4. Screw deck to supports with No. 12-24 x 1/8" Hex Head Scrods (Mess= Ewildex): construction or fabrication. 4 screws per 50' wide sheet. 51dolop Fasteners not required unless 4.The contract structural documents and epaclficatlone represent noted on plan. the completed structure. The contractor shall provide all 5, Dock finishes to be phosphate treated and galvanized, conforming to measures necessary to protect the structure and existing ASTM A525, 660, adjacent structures and utilities. 5.Goordlnate all openings through floors, walla ond�roofs with STEEL JOISTS Mechanical and Electrical Contractors, Notify Engineer of any I. Steel jooisctss shall ltbe designed, d, fabricated, God Formed Steal Specification," Openings to be cut In structural systems. FOUNDATIONS AI51 2001 Editions Minimum yield strength ■ 50A00 P51. I. Foundation Design le based on 5oilo Report #III -008A 2. Steel Joists shall be Manufacturer's standard G -shaped steel Joists Hepworth-PQwiaRC 600te4hnIcOl, Inc., dated January 21, 2011. of dab depths Indicated, unpunshed, with stiffened flanges, complying Maximum design sell bearing capacity, 1500 PSF, with ASTM 6955, and as follows, Maximum design soil too pressure a retaining Ovalle, 2500 P5F. A. Mlnlmum Uncoated Thickness: 12 gage The Contractor shall review the Soils Report and follow all B. Flange Width, 2.1/2" minimum • recommendations therein, Including, but not limited to excavation, G. Section Proportleo, 5xx■5.44 In, Ixx■34.0 in, Momont•183k-In. site conditions, drainage, lone and compaction, slab -on -grade 3. Steel Joist Track: Manufacturer's standard U-shaped, steel Joist con*truction, dralnage systems, and site [nopectlon requirements. track, of web depths Indicated, unpunchod, with un-stlffoned Flanges 2.AI1 footings are to bear on undisturbed natural bearing materials complying with A5TM G955, and as follows, or compacted structural fill. Gompactive effort for structural A. Minimum Uncoated- Steel Thickness: 12 gage fill shall be In accordance with the Soils Engineer's B. Flange width, 2" minimum recommendations. Bearing soils (natural and compacted) shall be 4. Connector Devices: connect all Joist framing members to provide inspected and approved by the Solis Engineer prior to placementproper load transfer to supportin structure by Manufacturer. of footings. A. Joist Hangers: Provide hangar type and size as required by 5.Avoid excessive wetting or drying of the excavatlon, keeping the structural doolgn calculations. excavation reasonably free of water during placement of 5. Miscellaneous stems: concrete for footings. A. Joist plate: Hole reinforcing plates designed for *craw attachment 4.6enerat Requirements: to Jolet webs. Provide size and thickness as required by structural a. Foundation dello with backflll on only one wall face shall have17F ations. all supporting framing systema or temporary bracing In placenaro: Channel shaped etiffenar. Screw attachment to prior ,a placingg backflll (unless noted otherdlee on plan). rovide size and thickness as required by structural b. Backfill on walfo with fill on both sides to be compacted in equal lifts each side of wall. CONCRETE AND REINFORCING STEEL �p� (tio1e 5015 np �I.AII concrete shall attain 3,000 p51 compresalve strength within" ! F�28 days. 2.Use Type 1-11 Portland Gement (ASTM CI50) with 4-6% 0 1rm /]� ��9air entrainment. Concrete aggregate to be normal weight (stone). (�5.Perform all cast -In-place concrete work in accordance with „e_ L� 15o0 pST STRUCTURAL 5HEATHIN6: "Specifications for Structural Concrete for Buildings," AGI 501-84,I/ �I 1 i/16" PLYWD- NAIL W/ unless noted otherwise. Provide hot or cold weather protection 8d Is 4" O.G. a SHEET E06E5 per AGI 505 or 506. 4.RelnPorcing steel shall conform to A5TM A615, 04 and smaller ■ (SE ®EXTERIOR WALLS Grade 40, 05 and larger ■ Grade 60. (SEE SHEATHING NOTES) 5.Horizontol reinforcing steel shall be made continuous by lapping NOTE: I/2" dia: EXPANSION baro a minimum of 52 bars diameters at all splices and providing ANCHORS MAY BE SUBSTITUTED DONT. TREATED 2x6 PL corner bare. Fabrication and installation of reinforcing steel shall ON A ONE-TO-ONE BAS15 W/ VV 1/2" dia x 53/4", conform to AGI 315. 1/2" dia x 10"L,2" ELECTRO- I ELEGTRO-6ALVANIZED, &.Provide acceseorles necessary to properly support reinforcing GALVANIZED ANCHOR BOLTS SLEEVE TYPE EXPANSION at the positions shown on the documents. I ANCHORS 5 FASTENING, '1.GaicWm chloride or admixtures containing more than 0.05% INC.,POWERS FASTENING, chloride Ions or thlocyonotes are not permitted. INOR EQUAL) -SPACE B.Do not place pipes, ducts or chase* In structural concrete without - 2xb STUDS WITHIN 12' OF OPENIN65 prior approval of the Structural Engineer. 4 BUILDING, CORNERS 4 STRUCTURAL WOOD FRAMING SEE PLAN 2'-8" O.G. MAXIMUM A. DIMENSIONAL LUMBER EXTERIOR SURFACE I,AII tlmber construction (Ilght and heavy shall conform to American Institute of Timber Construction (AITG) and National Design Specification MDS) standards. 2.5tructurol framing lumber shall be Douglas Fir Larch, with the following minimum grodoe: Plates and Studs: 02 Joists and Rafters: 02 Beams, Posts and Timbers #I 5.All sill plates In contact with concrete or masonry foundation shall be Foundation Grade Redwood or Pressure Treated Hem -Fir #2 f "Abe Ground" use a ae defined be #5 ® 16" O.G. HORIZ #5 Is12" o.. or better, designated or ve g or the American Wood Preserver's Institute. (DNAILS omed shank) NAIL SAC 5' VERT 4.&W -laminated members *hall be Douglas Flr/Lorch as follows, GONG Floor I 8d (.151" 0) #5 lb" -J56" conform to AITG symbol 24F -V5 or better (Fb 1112400 PSI; FV • 165 PSI, E = 1,800,000 PSI), unless noted otherwlse. 5.0.6. Roof ea (.151" 0) DAL x 0 10" O.G. 5.Trus-Jolot products shown shall be as manufactured by the 00'-O" Wall 8d (.151' 0) 12" Trus-Jolet Corporation Boise, Idaho. True-Jolot products PROVIDE WIRE TIE- TOP 4 BOT SEE PLAN Include: TJI's, L5L (Laminated Strand Lumber) Rim Boards, and L5L Headers. Installation details, blocking, bracing and connections the 5TRUGTURAL DOWEL x- shall conform to the requirements of manufacturer. 6.Laminoted Veneer Lumber (LVL) shall bo designed and fabricated - 15 NOT IN CONTACT STRUCTURAL DOWELS In accordance with the National research Board and the National GLR Design Specificotlon for wood. L\/L's to be 1%" thick with the P following minimum working stresses: Flo • 2600 P51; Pv 285 P51i Z ROUGHEN GOLD JT. E • 1,800,000 1-51 -I.Wood manufactured products other than those noted, which have x 16" L: 8" ® 48" O.G. 6" MIN. TO 1/4" AMPLITUDE-TYP I.G.G. approval, may be used wlth approval of the Engineer. ROUGHEN TO B. FA577ENER5 AND CONNECTOR5 to IRC and AITG. m 4 1/4" AMPLITUDE /IDE CONT DRAIN (5)-#5 CONT. BOT I.A,I timber nolling and connections shall conform Reference IRC Table No. 602.30), Fastening Schedule. - t_ 501 L5 ENGINEERS - 2.Metol connectors for wood Framing are manuPoctured by the Simpson Strong -Tie Company, connectors wlth malls shorter than as folTods, - 10.1 10" THK common 8d x 11/4"; IOd x I�"; I6d x 2it", unless noted otherwise. 5.Alternate connections and fasteners to those listed above, which J V WALL #5 a l5" O.G. have I.G.G. approval, may be used upon approval by the Engineer. SEE PLAN 4.1-ag screw connections, Including lead holes, pilot holes, and screw =� Installation, shall conform to NDS. 5.5olte for wood member connections shall be A5TM A50i with 3/4" = 1'-0" minimum Il,�" diameter washer each and, unless noted otherwlse. Do not countersink bolts unless noted otherwise. STRUCTURAL STEEL I Des, n fabrlcatlon and Installation of structural steel shall conform TYP U.N.O. A15G and Al specifications. 2.5teol other than pipes and tubes shall be A57M A56 (minlmum ylold strength = 56 K51). Pipe columns shall be A5TM A55-5 (minimum yield strength - 35 K5U Tube steel (T5) shall be ASTM A500, Grade B (minimum yield strength = 46 K51) 5.Connection bolts and anchor bolts shall be ASTM A525 unless noted otherwlse. Minimum of 2 bolts per connection. 4.Fillet welds shall be made wlth E"IOXX rod, size 3/16" and continuous unless noted. 5.6roove Wolds shall be made with E'70XX rod, and be full penetration and continuous, unless noted othorwise. WOOD ROOF TRUSSES I. Provide open web trusties as profiled on the documents to safely support the Indicated dead and live loads. 2.Truss manufacturer oholl be a member of the Truss Plate Institute (TRI) and Component Manufacturer's Council. Truaaes shall be designed by a Professional Engineer employed by the manufacturer. 5.Lumber for trusses shall be of the specles and grade as required a4te Engineer's design, Grade stamp each place. nuhfacturo and Install press-fit metal plates complying with TPI -14. 5.Monufooturer shall submit shop draw,nge to Architect for rovled and approval. Shop drawing shall Indicate truss pitch, span, and spacing; gage, size and location of connectors; bearing and anchorage details, truss -to -truss connections, bridging and permanent bracing details; and all related Items. (b.5ibmit shop drawing* to the engineer for review and approval. i.5ubmit design calculations, bearing the seal of the Manufacturer's Engineer, with the shop drawings, Indicating species and grado of lumber, design loadings, and force analyses of each member and design of each connection. B.Fobrecote trusses according to approved shop drawings. Provide trusses and all related Items required for erection, to Include t bred In USE (DNAILS omed shank) NAIL SAC COMMENTS o n supporta Eee Floor I 8d (.151" 0) 10" 6" 411 x -x -x - x- Roof ea (.151" 0) 12" 6" LAP Wall 8d (.151' 0) 12" 4" PROVIDE WIRE TIE- TOP 4 BOT SEE PLAN 5TRUGTURAL DOWEL NOTE: 'STABBING' #4 HORIZ PROVIDE 4" THICK CONC. 5LA5-ON-6RADE WALL REINF SUPPORT BAR WIRE FABRIC (W.W.F) OUTSIDE STRUCTURAL 411 x -x -x - x- DOWEL AT DOWEL LAP -714" HORIZ WALL 019 18" O.G. _ CONTRACTOR'S OPTION: WHERE PROVIDE WIRE TIE- TOP 4 BOT SEE PLAN 5TRUGTURAL DOWEL NOTE: 'STABBING' j 15 NOT IN CONTACT STRUCTURAL DOWELS WITH VERT WALL 15 NOT RECOMMENDED REINF, PROVIDE #4 x 16" L: 8" ® 48" O.G. 6" MIN. ROUGHEN TO 1/4" AMPLITUDE /IDE CONT DRAIN 501 L5 ENGINEERS 10" THK GOMMENDATION5- FT6- TYP U.N.O. ^ TYP U.N.O. 5" CLEAR- TYP 2" MINIMUM - (SLOPE TO DRAiN)F WHERE HOOK5 ARE NOT DIMENSIONED PROVIDE 'STANDARD' HOOK A5 FOLLOWS: #4-8'1 #5 - 10" #6 TYPICAL CONCRETE FOUNDATION DTL I" = 1'-0" NOTE: FRAMING NAILED TO TREATED PLATES TO BE NAILED W/ HOT DIPPED GALVANIZED OR STAINLESS STEEL NAILS- TYP SEE PLAN D1N� #4 x 8"x.128" 6 18" O.G. 100'-0" STEP LOCATION RE: PLAN \ 1 2-#gx \ I Q IN \ I \ I 5EE UNREINFORGED TO. 4 \ PLAN FTG. W/ BOTTOM \ PROVIDE 5TABLE I' -O" I' -O" SLOPE W/ MIN UND15TMBW 501L TYPICAL FTG. 5TEP DETAIL TRAN5VER5E REINFORCING NOT 5HOINN >-z NO 5GALE CONT. TREATED 2xb PLATE - SEE D/51 EXTERIOR SURFACE #5 a I&" O.G. HORIZ #5 aD l2" O.G. VERT [1,11/2. DWL #5 xO.G. GLR ROUGHEN GOLD JT. TO 1/4' AMPLITUDE-TYP #g ® 16" O.G. CONT. TOP 10" vWALL in SEE PLAN 3/4" = 1'-0" SPACE CORNER BARS HORIZ TO MATCH HORIZ YI WALL REINF REINF 0 #5 x 52"7110" -C-< VNOTERTSHOWN REINF INTERIOR /,-(2)-#5 CONT. BOT PLAN VIEW: TYP WALL REINF III = I'-O,I blocking, bridging and permonon g g• of actual or greater diameter which p"traoe cne 9.5nod load duration factor........................................................... 1.0 Praming members at least 1.5/4" may be used. a. Truss top chord dead load ..................................... 12.0 P5F PLAN VIEW: VERTICAL CONSTRUCTION .JOINT I" = I' -O" REINFORCE GONG. FLOOR SLAB W/ 4x4- W2.1 x W2.1 WELDED WIRE FABRIC (W.W.F)- FURNI5H IN FLAT SHEETS 9/I6" STEEL FORM DECK - SEE GENERAL NOTES 114'-6" 95EE IGHT JOISTPRO" 'C'a EA/55T TOSG/55 PROVIDE CONTINUOUS 5EARIN6 ANGLE: L4x4x5/8 W/ 5/8" dia x 5" HEADED STUD 0 12" O.G. I�" GLR O.G. VERT DWI 04 x W -J2811 0 16" O.G. 5/4" ■ 1'-0" PROVIDE CONTINUOUS EMBED L3.1/2x5.1/2x5/16A/ 5/8" dia x 4" HEADED ANCHOR STUD a 12" O.G. CONTINUOUS ICE 4 WATER SHIELD NOTE: FRAMING NAILED TO TREATED PLATES TO 10 GALVANIZED OR 5TAINLE55 STEEL NAILS- TYR BE NAILED W/ HOT DIPPED CONT. TREATED 2x6 PLATE - SEE D/51 DOWEL #4 x 18"Z118" Ib" O.G. I EXTERIOR SURFACE b" GONG. CURB 05 0 Ib" O.G. EACH FACE HORIZ 05 a 12" O.G. VERT CONTACT LAP DWL #6 x 12"1I 48" 0 12" O.G. I�" GLR #5 a 12" O.G. TOP 4 BOT 10" WALL SEE PLAN 2" THICK RI61D INSULATION - EXTRUDED POLYSTYRENE (NOTE: INSULATION REQUIRED _ FOR LOWER LEVEL TO BE ENCL05ED CONDITIONED SPACE) 488 12" WALL (5)-#5 CONT. TOP TOP 4 BOT I" GLR Q J Q m KURTZ I$ A550G I A7E51 NG. 5012 COUNTY RD. 154 6LENWOOD 5PRING5, COLORADO (01 -TO) 014540305 GOMMLRG I AL BUILDING FOR F-GOS ENVIRONMENTAL AND DISASTER RE5TORATI ON (66410 HWY. 52 &AIRFIELD COUNTY, COLORADO DRAWN BY: J.L.G. CHECKED BY: B.J.K. 5GALE: A5 5HOM PROJECT #: 10-47.04 DATE: CONSTRUCTION 5ET: 05/15/12 5HEET TITLE: GENERAL NOTE5 4 FOUNDATION DETAI L5 5HEET: PROVIDE 4" THICK CONC. 5LA5-ON-6RADE #5 x 50"-,950l, REINFORCE SLAB W/ 6x6 -Y x WI.4 WELDED I.4 WIRE FABRIC (W.W.F) OUTSIDE CORNER 411 x -x -x - x- CONTACT #4 X 20" LAP -714" HORIZ WALL 019 18" O.G. _ REINF #4 CONT TOP 4 BOT SEE PLAN PLAN VIEW: TYP WALL REINF III = I'-O,I blocking, bridging and permonon g g• of actual or greater diameter which p"traoe cne 9.5nod load duration factor........................................................... 1.0 Praming members at least 1.5/4" may be used. a. Truss top chord dead load ..................................... 12.0 P5F PLAN VIEW: VERTICAL CONSTRUCTION .JOINT I" = I' -O" REINFORCE GONG. FLOOR SLAB W/ 4x4- W2.1 x W2.1 WELDED WIRE FABRIC (W.W.F)- FURNI5H IN FLAT SHEETS 9/I6" STEEL FORM DECK - SEE GENERAL NOTES 114'-6" 95EE IGHT JOISTPRO" 'C'a EA/55T TOSG/55 PROVIDE CONTINUOUS 5EARIN6 ANGLE: L4x4x5/8 W/ 5/8" dia x 5" HEADED STUD 0 12" O.G. I�" GLR O.G. VERT DWI 04 x W -J2811 0 16" O.G. 5/4" ■ 1'-0" PROVIDE CONTINUOUS EMBED L3.1/2x5.1/2x5/16A/ 5/8" dia x 4" HEADED ANCHOR STUD a 12" O.G. CONTINUOUS ICE 4 WATER SHIELD NOTE: FRAMING NAILED TO TREATED PLATES TO 10 GALVANIZED OR 5TAINLE55 STEEL NAILS- TYR BE NAILED W/ HOT DIPPED CONT. TREATED 2x6 PLATE - SEE D/51 DOWEL #4 x 18"Z118" Ib" O.G. I EXTERIOR SURFACE b" GONG. CURB 05 0 Ib" O.G. EACH FACE HORIZ 05 a 12" O.G. VERT CONTACT LAP DWL #6 x 12"1I 48" 0 12" O.G. I�" GLR #5 a 12" O.G. TOP 4 BOT 10" WALL SEE PLAN 2" THICK RI61D INSULATION - EXTRUDED POLYSTYRENE (NOTE: INSULATION REQUIRED _ FOR LOWER LEVEL TO BE ENCL05ED CONDITIONED SPACE) 488 12" WALL (5)-#5 CONT. TOP TOP 4 BOT I" GLR Q J Q m KURTZ I$ A550G I A7E51 NG. 5012 COUNTY RD. 154 6LENWOOD 5PRING5, COLORADO (01 -TO) 014540305 GOMMLRG I AL BUILDING FOR F-GOS ENVIRONMENTAL AND DISASTER RE5TORATI ON (66410 HWY. 52 &AIRFIELD COUNTY, COLORADO DRAWN BY: J.L.G. CHECKED BY: B.J.K. 5GALE: A5 5HOM PROJECT #: 10-47.04 DATE: CONSTRUCTION 5ET: 05/15/12 5HEET TITLE: GENERAL NOTE5 4 FOUNDATION DETAI L5 5HEET: BASE PLATE 5/4"xq"x41" W/ (4)- 5/8" dia. x 8.1/2" 5LEEVE TYPE EXPAN51ON ANCH'5- TYPICAL ,,,— 5TEEL TUBE COL I" DRYPAGK 102'-4" 5/4" = I' -O" A 5 6 � 2 8 4 103'-e" 2O�_IO• 4'-O" 4'-O" 4'-0" 4'_O„ 4'-O' 4'-0" G REIN CORNER 4'-O" 4'-0'11 7HDU4-5LM52.5 4•1 4" 4" 4" CJI O O O TW = 114'-5" TW ■ 114'-5" IVLL, -5" L O TF = q8' -O" F -O" V IL TYPICAL TF = q8' -O" LL rL u O p Q HDU4-LL 5052.5 Q TYPICAL F 0 , 0 OL v I � IJ1- � N rTiir 7 rr�7/. , �l/ 7 7/ r, r iT �— I I I I o I I I I I 4 o I I 1 I _____ I I I _ _ I I --- --i T.O.GURB■II4'-5" � F _ _ — — — T.O. CURE -5" I " Ty"I 5'-5" TW=113'-5" I I I Q TYPICAL F I I I I 1 1 HDU4-SD52.5 I 1 4 TF■q8'-O" 5'4 -b" TF■g8'-O" wY tJCJ I I I TYPICAL E I I 1- 10° I F _10" 0 I I I TF TW ■ 114'-5" BWALL 55 I I TW ■ u4'-5" I I 5i S( I I TF ■ q8'-2" I I I I TYPICALTYPICAL I I I 6" 4" I 1 1 `p BRACE WALL I I 1 BRACE WALL _FT6 ... -.-. --- _._._.1-._._._._._._._._. _. _ _ HDU4-5D525 Q -------------- _._. ._ - L --i —J L— I---� L_ FTb L I J I TYPICAL G ! BM POCKET 1 _ V j BM POCKET BM POCKET I BRACE S5 j 1 4" CURB BM POCKET I TW■III'-8.1/8' HDU4-5D52.5 TW=III'-8.1/8" I I TYPICAL I WALL i Q TYPICAL' j TIN -10I" I I -10" iO TF■q8'-O" I T.O. GURBil13'-gI 1000S0LA O- 11 TF■O e _® O 7 1 J1 I T T f 1 'TF■8'-2" '2" -TF:ncl -2 1 1 HDU45D52S _ Qpo'd' %0 G 4 —'r TW■106'-8" O SAWGUT FT6 TF■qb'-O" I I I CONTROL I I T.O. PILASTER I I I I 1 4'-4" — I — J JOINT 1— — I — J 102'-4"- TYPICAL — T _ J CONTROL L — T — J I °� T TYPICAL T JOINT - TYP j TW0106' FTb TW=104'-8" -O " " >-U I TF=qb'-O"TF■q8'-OQ I - S I 1 i A ® U —— 0 2'-0" 2' I_61.1 -0" LU 0 —— -1- — rt p r rt � LU 1 i I 10" 10° I Q w I— 1 I I I I --_ - I ' ------------------ -- -- ------ - I D D - - - - - - •-7—TF=g8'-O" TF I �TF■q8'-O" L- I I �■q8'-O" L--- J 1 Y I L— — J H L--- J W8x28 COL- B L S I 1 75 -PLACES) CJ2 FTb T5 COL BEARS W/ I RI61D FRAME 3�" BASE PLATE TS GOL BEARS W/ BASE PLATE r 10"g 3/4" x 20'-10" I 20'-8" 1 5" (2)- 5/8" dia. 2 3 4 ANCH's PER A/52 24 W8 COL— BASE PLATE 5/4" x q" x q" W/(4)-5/5" dia. x 8.1/2" SLEEVE TYPE EXPANSION ANCHOR5 (ANCHOR 6A.■ 5") 5.0 EA. 4" FLANGE "DRYPAGK � X_ I I —x#5 HORIZ I I --� �' I I ' TIE 4D 12" O.G. 4- #4 VERT 4- #5 x lib" dIO GONG I I I 24" �10" DWL'S PILASTER I I 1 I SEE FTb J SCHEDULE 3" GLR� REINF.- 5EE FOOTING 50HEDULE EA. WAY EQUAL EQUAL 5EE FOOTING SCHEDULE 1� 3/4" = I' -O" 20'-8" 105'-8" PLAN NORTH� FOUN17),47I0N PLAN o�vL o e S'oc �equ�r2d /4(-��� «yec4zim - STRUCTURAL WALL 5HEATHIN6 ADHE5IVE ANCHOR BOLT DIA. PLYWD)-TYP AT EXTERIOR HOLE DIA. HD2A 5/8" 5.1/2" WALLS -SEE PLAN FOR ADD HDU4-5D52,5 T.O. SLAB X_ II/I6" I I 5.1/2 _ x 100'-0" I I #5 HORIZ AS MII BY 51MP50N CO. - SEE PLAN FOR LOCATION. I I TIE ®12" O.G. BOLT TO BUILT-UP P05T (2-2x6 MIN) PER MANUFACTURER'S GONG. r ---r RECOMMENDATIONS 4- #4 VERT FOUNDATION WALL (REINF. NOT 5HOWW ATTACH HD TO FDN W/ NEEDLE -CAPSULE' ADHE5IVE II ANCHOR5 (MFR■ THE THE POWERS FASTENING GROUP) 4- s5 x 16" did GONG 11 II I I DVI Lf 10" DW PILASTER I I I I L._. :S, FT HEDULE 5" GLR _J REINF.- 5EE I, FOOTINS, SCHEDULE EA. WAY EQUAL EQUAL 5/4" = I' -O" A 5 6 � 2 8 4 103'-e" 2O�_IO• 4'-O" 4'-O" 4'-0" 4'_O„ 4'-O' 4'-0" G REIN CORNER 4'-O" 4'-0'11 7HDU4-5LM52.5 4•1 4" 4" 4" CJI O O O TW = 114'-5" TW ■ 114'-5" IVLL, -5" L O TF = q8' -O" F -O" V IL TYPICAL TF = q8' -O" LL rL u O p Q HDU4-LL 5052.5 Q TYPICAL F 0 , 0 OL v I � IJ1- � N rTiir 7 rr�7/. , �l/ 7 7/ r, r iT �— I I I I o I I I I I 4 o I I 1 I _____ I I I _ _ I I --- --i T.O.GURB■II4'-5" � F _ _ — — — T.O. CURE -5" I " Ty"I 5'-5" TW=113'-5" I I I Q TYPICAL F I I I I 1 1 HDU4-SD52.5 I 1 4 TF■q8'-O" 5'4 -b" TF■g8'-O" wY tJCJ I I I TYPICAL E I I 1- 10° I F _10" 0 I I I TF TW ■ 114'-5" BWALL 55 I I TW ■ u4'-5" I I 5i S( I I TF ■ q8'-2" I I I I TYPICALTYPICAL I I I 6" 4" I 1 1 `p BRACE WALL I I 1 BRACE WALL _FT6 ... -.-. --- _._._.1-._._._._._._._._. _. _ _ HDU4-5D525 Q -------------- _._. ._ - L --i —J L— I---� L_ FTb L I J I TYPICAL G ! BM POCKET 1 _ V j BM POCKET BM POCKET I BRACE S5 j 1 4" CURB BM POCKET I TW■III'-8.1/8' HDU4-5D52.5 TW=III'-8.1/8" I I TYPICAL I WALL i Q TYPICAL' j TIN -10I" I I -10" iO TF■q8'-O" I T.O. GURBil13'-gI 1000S0LA O- 11 TF■O e _® O 7 1 J1 I T T f 1 'TF■8'-2" '2" -TF:ncl -2 1 1 HDU45D52S _ Qpo'd' %0 G 4 —'r TW■106'-8" O SAWGUT FT6 TF■qb'-O" I I I CONTROL I I T.O. PILASTER I I I I 1 4'-4" — I — J JOINT 1— — I — J 102'-4"- TYPICAL — T _ J CONTROL L — T — J I °� T TYPICAL T JOINT - TYP j TW0106' FTb TW=104'-8" -O " " >-U I TF=qb'-O"TF■q8'-OQ I - S I 1 i A ® U —— 0 2'-0" 2' I_61.1 -0" LU 0 —— -1- — rt p r rt � LU 1 i I 10" 10° I Q w I— 1 I I I I --_ - I ' ------------------ -- -- ------ - I D D - - - - - - •-7—TF=g8'-O" TF I �TF■q8'-O" L- I I �■q8'-O" L--- J 1 Y I L— — J H L--- J W8x28 COL- B L S I 1 75 -PLACES) CJ2 FTb T5 COL BEARS W/ I RI61D FRAME 3�" BASE PLATE TS GOL BEARS W/ BASE PLATE r 10"g 3/4" x 20'-10" I 20'-8" 1 5" (2)- 5/8" dia. 2 3 4 ANCH's PER A/52 24 W8 COL— BASE PLATE 5/4" x q" x q" W/(4)-5/5" dia. x 8.1/2" SLEEVE TYPE EXPANSION ANCHOR5 (ANCHOR 6A.■ 5") 5.0 EA. 4" FLANGE "DRYPAGK � X_ I I —x#5 HORIZ I I --� �' I I ' TIE 4D 12" O.G. 4- #4 VERT 4- #5 x lib" dIO GONG I I I 24" �10" DWL'S PILASTER I I 1 I SEE FTb J SCHEDULE 3" GLR� REINF.- 5EE FOOTING 50HEDULE EA. WAY EQUAL EQUAL 5EE FOOTING SCHEDULE 1� 3/4" = I' -O" 20'-8" 105'-8" PLAN NORTH� FOUN17),47I0N PLAN o�vL o e S'oc �equ�r2d /4(-��� «yec4zim - STRUCTURAL WALL 5HEATHIN6 ADHE5IVE ANCHOR BOLT DIA. PLYWD)-TYP AT EXTERIOR HOLE DIA. HD2A 5/8" 5.1/2" WALLS -SEE PLAN FOR ADD HDU4-5D52,5 5/8" 5.1/2" II/I6" HD OR HDU, LOCATIONS 5.1/2 II/I6" HOLD-DOWN ANCHOR BUILT-UP POST AS MII BY 51MP50N CO. - SEE PLAN FOR LOCATION. EDGE NAIL5--\ BOLT TO BUILT-UP P05T (2-2x6 MIN) PER MANUFACTURER'S GONG. RECOMMENDATIONS EMBED L6. 1J FOUNDATION WALL (REINF. NOT 5HOWW ATTACH HD TO FDN W/ NEEDLE -CAPSULE' ADHE5IVE ANCHOR5 (MFR■ THE THE POWERS FASTENING GROUP) OR EQUAL PER SCHEDULE HD ADHE5IVE ANCHOR BOLT DIA. GONG. EMBED LG. HOLE DIA. HD2A 5/8" 5.1/2" II/I6" HDU4-5D52,5 5/8" 5.1/2" II/I6" HDU2-SD52.5 5/8" 5.1/2 II/I6" INSTALL ADHESIVE ANCHORS PER ALL MANUFACTURER'S RECOMMENDATIONS. 5 4N SAW GUT n 4 (SLAB DEPTH) . I" SLAIS DEPTHk�'E-x---x-x--x NOTE, THE SAW GUTTING SHALL Be DONE WITHIN 24 HOURS TO PREVENTHIS NCRETE HAS HARDENED SUUWoNTRoI IEOF THE 5LA5 AND �N IGIENTLT' oT PERMIT GUTTING WITHOUT GHIPPIN6, 5PALLIN6, OR TEARING. TYPICAL SAWCUT JOINT DO NOT EXTEND APPLY BOND BREAKER WY�F THR�H PULL LENGTH AND DEPTH JOINT. OF THE JOINT. x --x- x- EA. 4- 4- 2„x5 _ 04 CONT. GOVT. SIDE OF JT. -0„ TYPICAL CONSTRUCTION JOINT LOCATE UNDER PARTITION WHEN POSSIBLE TYPICAL CONIC SLAB ON GRADE DTL'S J DATUM FINISH GRADE OF 100'-O"■ SITE ELEVATION OF 605'1.0' INTERIOR 5LAB5-0N-6RADE ( 5.0.6. ) I. UNLE55 NOTED OTHERWISE, INTERIORS 5.0.6.5 SHALL BE 4" THICK CONCRETE 51 PLACED ON A MINIMUM 4” THICK LAYER OF FREE -DRAINING GRAVEL. 2. ALL INTERIOR 5.0.6.5 SHALL BE REINFORCED WITH 6x6- W2.IXA2.1 WELDED WIRE FABRIC UNLE55 NOTED OTHERWISE. (FURNISH IN FLAT 51 5. PROVIDE SLAB CONTROL JOINTS MAXIWH 15' EACH WAY, UNI NOTED OTHERWISE ( SEE TYPICAL DETAILS ). 4. PROVIDE FREE -DRAINING bRAVELS AND GOMPAGTED FILL ( WHERE NECESSARY) ACGORDINb TO SOILS ENGINEERS RECOMMENDATIONS. 5, SSUg RADES WHICH AI EFFORT UPPORT 5.0.6.5 SHALL BEIN S FIAGGORDANGE WITH SOILS EN6INEERS RECOMMENDATIONS. 5/4" x 10" 5" (2)- 5/8" d10. ANCH's PER A/52 NOTEi AFTER FOUNDATION WALL5 HAVE CURED AT LEAST '1 DAY5 4 GAINED COMPRESSIVE 5TRENOTH= 2500 P51, 4 PRIOR TO PLACING MAIN LEVEL FLOOR, CONTRACTOR MAY BACKFILL ADJACENT TO FOUNDATION WALL5 TO IOq'-O" MAXIMUM FOUNDATION PLAN NOTES, I. Concrete foundation Walls to be 6" thick unless noted otherWlse (U.N.OJ 2. Dimensions this sheet are to face of concrete U.N.O. S. TW ■ top of conaroto wall. 4. TF top of concrete footing. 5. .4 denotes step in top of Wall b. 5F = Step in top of concretes footing. See typical dstall 5/51. i. GJ = construction ,Joint, 500 11 e. Q designates footing type. 5ee Footing Schodule this shoat. q. Footing* are to bear on undisturbed natural bearing lolls or compacted structural fill. 10. HD designates hold-down anchor as manufactured by Simpson Strong -Tie Co. HI shown this plan connoct studs bearing at this level to the top of the foundation Walla. 5ee typical detail G/92. 11. Finish grades are to provide 56" minimum cover for exterior footing&, and 12 minimum clearance beneath beams and 16" minimum clearance beneath floor and deck joists. CONCRETE FOOTING 50HEDULE TYPE 51ZE REINFORCEMENT REMARK5 Oq 6'-0" X 6'-0" X 12" b - s5 EACH WAY © -1'-0" X "I' -O" X 14" 8 - #5 EACH WAY NOTE5i I. Place scheduled reinforcement 3" Clear from bottom of footing. 2. Center footings below columns unless dimensioned otherwise. CONT. TREATED 2x6 PLATE - ATTACH W/ 5/6" did. x 4" SLEEVE TYPE EXPAN51ON ANCHORS ® 2'-15" O.G. STEEL CLOSURE L5x5xl/b - SCREW TO LITE 6A6E CLOSURE W/ x10-16 x 5/4" HEX HEAD TEK5/5 (MFR. ■ 5UILDEX) a b" O.G. HARDWOOD 3 SHIM CONTINUOUS SAWN 2x12 - ATTACH TO LITE 6A6E CLOSURE W/ (2)-ROW5 #12-24 x 2.1/2" FLAT HEAD TEK5/4 ® 16" O.G. 10" GONG. 12" x 12 6A. STEEL J015T 6111 L4" CURB BR6 20'-6" 12" x 12 6A. STEEL J015T a 16" O.G. I HDU HOLD -DOM- I see s-2 103 8 I I I TYPICAL F 1 SS 1 i I I 10" GONG. WALL 12" x 12 6A. STEEL JOIST ® 16" O.G. TMP 12" x 12 6A. STEEL JOIST ® I6" O.G. g - - - - - TYPICAL BM BEARIN6 S5 SI i i SI 12" x 12 6A. 2-5PAN 2-5PAN STEEL J015T Q CONTINUOUS CONTINUOUS I m a 16" O.G. Q Q Z I2" x 12 6A. H g 12" x 12 6A. in T.O. GONG SLAB= Q z gin p m STEEL J015r �x m 114-6 p O m Z XT STEEL JOIST Z x i J 16"O.G.�3LZm ® 16"O.G. n 2x6 STUDS N " C4 3 ry II ® 16, O.G. G TYP i i G TMP A 53 i i 53 53 S3 ii 4a ii 55 G 2x6 STUDS g G HOLD-DOWN SS 55 TO W16- 5EE H/56 I I i0 I I `>• - ------------------- - ------ 2-SPANCONT. --- u --_ _------- ---------- 14 --- ...... __ ___ _ WI2x40(114'_5"i - 2 -SPAN CONT. - amu) _,_._._. -._.-._._._._._.-._._._.-. C _ _ _ _ _ _ _ -'_7 .-. WI2x40 (114'3") B j� W (114' -s") B $ G G A A RI61D FRAME W/ FULL MOMENT CONNECTIONS- SEE A/56 20'-b" 20'-b" " 20'-I O" 201-51.I I 20'-10 I I 12" x 12 6A. STEEL J015T a 16" O.G. 41 6.. BRc� CURB 2x6 STUDS GONG FLOOR SLAB, OVER FORMDEGK - 5EE D/51 — X — X — X L+t(5A(5EJO15T -- TE LITE GAGE CLOSURE + 5" 'G' - 5E5 5/55 PLAN NORTH�--1—� MAIN FLOOR FRAMING PLAN NO sZ#9 MIN Ma DATUM: FLOOR 5LAB ELEVATION OF 114'-6"= SITE ELEVATION OF 6051.5' MAIN FLOOR FRAMING PLAN NOTES; 1. floor foist (showing Joist span directlon). 2. Floor joist to be I2" deep light gage steel joists (See General Notes). 5, ��= foist hanger or beam to beam connection. 4. wood stud wall below this level of framing. Space studs at 16" on center at all exterior walla and all bearing walla. 5. column or post from above that is supported on framing � qJj� �/j� // at this level. x//'1 "/p'"��6 s" H designates structural steel column which supports framing this level. PROVIDE CONTINUOUS `je��Lif/c/y� G /- l 1��'S Sj�L�C//�/ Post and HDR Support Schedule CLOSURE SHAPE: I6 6A. x I" x 12" �// A T55x5xi/4 (See G/53) HIGH x 4" ���� �/2 U © Wbx26 (See A/56) ATTACH CLOSURE ���� %e /yq�BG�l�� i © T5 4x4x1/4 (See F/56) TO 'G' SHAPE VV (2)- #10 SCREWS- 1. (XX' -X") top of steel beam. ATTACH CLOSURE TYPICAL E TO TOP PLATE W/ b. r---- - they lgenottes stud wall supported on the framing at #b x 2.1/4" WOOD SCREW .1051p ® 6" O.G. 2x6 WOOD STUD 5EARIN6 WALL 16 6A6E x 5" 'G' SHAPE W/ (5)- 010 50REW5 TO JOIST- TYPICAL I.I/2" = 1'-O" I" = I' -O" FULL HT STIFF PLATE 1/4" EACH SIDE TYP 5% BM 12" LIGHT 6A. GAP PLATE 1/2" JOIST W/ (4)-I/2" all THREADED STUDS I I i I � I I T5 GOL NO SCALE TOP 6 BOT 11'iOOF FRAK NG PLAN 5AW = 1'-0" PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION TCLG Gv 4�/0f571- PLAN NORTH DOUBLE TRUSS + BLOCKING DES16N EA. 55 TO EAT65 PLF DGt NAILS ROOF AN NG- FROM L SH ROOF FRAMING PLAN NOTES I. 1- T Designates rafter or premonuPoctured roof truss, showing span direction. 2. �C2 Joist hanger or beam to beam connection. 3. 5::=5 Wood stud wall below this level of framing. Exterior walls to be 2xb studs ® Ib" O.G.. 4. Minimum header size to be (8)- 2x8 at 2x6 stud 41, 12'-0" (N.T.5.) INTERIOR SHEAR WALL -1/16" PLYWD- TYP ® DWL K4 x 2,1 2x6 STUDS 05.1/55 EXTERIOR INALL5 CONT. TREATED ® I&" O.G. (ALTERNATE 2xb TREATED SILL PLATE LAP JOI5T5 ATTACH GONG 51 -AB CONT. TREATED 2x6 PLFORMDEGK- TYPE EXPANSION ANCHORS — —x— —x - MAIN L ---------- REINFORCE FLOOR SLAB OVER FORMDEGK- SEE A/551 GONG SLAB SEE GENERAL SEE F/51 TYPICAL CONTINUOUS x NOTES x—x—x—x—x—x 114'-b" STEEL L - ® 24" O.G. 12" L16HT GAGE OF WALL SEE A/53 I STEEL J015T STIFF PLATE 1/4" __ _ CENTER OF —A X 12" LITE 6A. JOIST EACH SIDE WI2 WALL II+I W/ 9/64" d1o. POWDER 1+11 (CENTER OVER AI8) - SEE G/53 m DRIVEN FASTENERS I I+I 05 x IO' -IO" 113'-3" WI2 W/ (4)-1/2" dlo I II II II II II II II II II ® 10" O.C. TYPICAL 111 BOLT5-TO-WI8 II I/2" OUTSIDE FACE STIFF PLATE 1/4-- /4"EACH • 10" O.G. I+ I 05 VERT. ® 16" O.G. GLR 1'-2" FTb EACH51DE - - GONTAG K5 x 14'-8" ®Ib" O.G. LAP EXTERIOR SURFACE INSIDE FACE 8' 05 CONT. FT6-TO-WALL DHL 05 x 10"-136.1 TRANSVERSE MIN. HORIZ. ® CENTER OF WALL (ALTERNATE SEE G/53 12' LIGHT SA6E Il pp1_p1, c -�i-- DAL %5 x =try 12" L16HT SASE T5 GOL--�, 45"� WI8 N STEEL JOIST GAP PLATE 1/2" A/ (2)- 1/2" dia. BOLTS FT6 REINF. SEE 6/55 WALL SEE PLAN 2xb STUDS 12'-0" (N.T.5.) INTERIOR SHEAR WALL a 24" O.G. DWL K4 x 2,1 0 5.1/55 (SEE G/54) 05.1/55 H HORIZ CONT. TREATED ® I&" O.G. (ALTERNATE 2xb TREATED SILL PLATE LAP JOI5T5 HOOK) 1'-0" MIN, DAL M4 x 24"�24" TYPE EXPANSION ANCHORS — —x— —x - MAIN L ---------- REINFORCE FLOOR SLAB a 16" O.G. (STAb(9EIR) 2" DIECKI GONG SLAB W/ 4x4- W2.1 x W2.1 WELDED #4 x 4'-O" 5R6- TYP (ALTERNATE HOOK)- • 12' O.G. o CENTER WIRE FABRIC (AA.F)- FURNISH IN FLAT SHEETS ® 24" O.G. 12" L16HT GAGE OF WALL STEEL J015T 100'-O" __ _ CENTER OF —A X — —x r x—x MAIN LEVEL WALL II+I W/ 9/64" d1o. POWDER 1+11 #5 x ?'-8" 0 16" O.G. TRANSVERSE m DRIVEN FASTENERS I I+I 05 x IO' -IO" I+I I I II II II II II II II II II ® 10" O.C. TYPICAL 111 I I II II II II II II II II II II I/2" OUTSIDE FACE I+ • 10" O.G. I+ I 05 VERT. ® 16" O.G. GLR 1'-2" FTb 11 • - 16" 1 5 GLR - GONTAG K5 x 14'-8" ®Ib" O.G. LAP EXTERIOR SURFACE INSIDE FACE 8' 05 CONT. FT6-TO-WALL DHL 05 x 10"-136.1 TRANSVERSE MIN. HORIZ. ® CENTER OF WALL (ALTERNATE HOOK) 12' LIGHT SA6E Il pp1_p1, c -�i-- DAL %5 x =try 12" L16HT SASE STEEL JOIST 45"� N STEEL JOIST r15" 3" 'G' SHAPE FAR SIDE PROVIDE DAL 04 x ® 12' O.G. JOIST - SEE 5/53 CONTINUOUS L5x5x3/5 4" 4"a GLR `1 TYP EA. 51DE W/ 5/6" d1o. x 5" Ib" O.G. SLEEVE TYPE • • EXTERIOR EXPANSION - /) •�• SURFACE ANCHOR a 12" O.G. _ 100'-O" WALL REINF. • SEE 6/55 DWL SEE6/55 (ALTERNATE HOOK) J VIN FT6 REINF. SEE 6/55 WALL SEE PLAN 2xb STUDS 12'-0" (N.T.5.) INTERIOR SHEAR WALL a 24" O.G. 0 5.1/55 (SEE G/54) 05.1/55 H HORIZ CONT. TREATED 2xb TREATED SILL PLATE LAP JOI5T5 vi/ 3/8" dla. x 4" SLEEVE 1'-0" MIN, DAL M4 x 24"�24" TYPE EXPANSION ANCHORS — —x— —x - MAIN L ---------- ® Ib" O.G. a 16" O.G. (STAb(9EIR) HORIZ[' BRIDGINGAVER GONG SLAB BETW JOISTS HORIZ. vWL •5 x 10'['-'r-- 24" HOwz H042K F - ORMDEGKTYPICAL (ALTERNATE HOOK)- • 12' O.G. o CENTER II+II I+II II+II 5" 'C' SHAPE FAR 51DE 12" L16HT JOIST - SEE 5/53 (SASE J015T 'i CONTINUOUS SCREW EACH J015T OVER SUPPORT TO BM W/ (2)-X12-24 x I.I/4" HEX HEAD TEKS/5 STEEL BEAM 1" 2 1'-0° GONG SLAB OVER FORMDECK - TYPICAL 114'-6 _ — •—.— —x = x x HORIZ — — — — — — BRID6146 + I+II +1 BETA JOISTS r11 + II ++ II+II I 5" 'G' SHAPE FAR 51DE bS LIGHT JOIST - SEE 5/53 ASE JOIST SCREW EACH JOIST (2)-KIO SCREWS TO BM W/ (0-111012-24 x EACH END OF LAP I.I/4" HEX HEAD TEKS/5 STEEL BEAM FLOOR JO15T-TO-5M CONNECTION 3" CONG SLAB OVER FORMDEGK TYP 2x6 5TU05 12'-0" (N.T.5.) CONT' H HORIZ CONT. TREATED 2" DECK 5EE D/51 2x6 PL- SEE D/51 5R6 IN 114-6" DAL M4 x 24"�24" — —x— —x - MAIN L ---------- ® Ib" O.G. T.O. WALL • 114'-3" HORIZ. vWL •5 x 10'['-'r-- 24" HOwz H042K -7T,94 (ALTERNATE HOOK)- • 12' O.G. o CENTER I I I I I I I I I I I 12" L16HT GAGE OF WALL STEEL J015T #5 HORIZ. 12" O.G. • CENTER OF ATTACH DECK -TO -GONG 10" MALL REI NOT b- WALL FTS -TO -WALL aWL 5- 5EE F/55 W/ 9/64" d1o. POWDER #5 HORIZ. ®18" O.G. #5 x ?'-8" 0 16" O.G. TRANSVERSE DRIVEN FASTENERS EACH FACE _ 05 x IO' -IO" I II II II II II II II II II ® 10" O.C. TYPICAL #5 VERT. ® 12" O.G. I I II II II II II II II II II I/2" OUTSIDE FACE ' • 10" O.G. GLR 05 VERT. ® 16" O.G. GLR 1'-2" FTb 11 • - 16" 1 5 GLR - GONTAG K5 x 14'-8" ®Ib" O.G. LAP EXTERIOR SURFACE INSIDE FACE 8' 05 CONT. FT6-TO-WALL DHL 05 x 10"-136.1 TRANSVERSE MIN. HORIZ. ® CENTER OF WALL (ALTERNATE HOOK) WALL ELEVATION: TYPICAL 8" THICK BRACE WALL Il pp1_p1, c -�i-- DAL %5 x 45"� r15" DAL 04 x ® 12' O.G. 26 �I 4"a GLR `1 Ib" O.G. GLR • • (4)-•5 DONT. TOP {BOT98' - /) •�• PERIMETER - DRAIN - SEE A/51 TYP _ N -I 5 CONT. 1 — 8" MIN V 10" (ALL M5 x I— m ® 12" O.G. �lS K5 12" O.G. ::o'-10" FT6 ATTACH EACH WI8 W/ (2)-5/6" d1o. EPDXY ANCHORS: DRILL 3/4" d1o. x 5" DEEP HOLES, GLEAN HOLES, d EPDXY 5/6" d1o, THREADED ROD5 A/ 2 -PART STRUCTURAL EPDXY TYPICAL BEAM BEARING 3/4" = 1'-0" STEEL END PLATE 1/2" x 6" x 16" HI6H- WELD ALL AROUND W/ 3/I6" FILLET WELD 4" WI8 I" THICK NON -SHRINK GROUT (DRY -PACK) 6�" BEAM BEARING 8" 2'-0" 12'-0" (N.T.5.) M5 VERT ® FRAMING NOT 5HOWN SEE E/55 FOR CENTER OF JOIST BEARING 8" BM POCKET 1 WALL SEE D/55 T.O. WALL I I I I I I I I I I - 114'-3" HORIZ. vWL •5 x 10'['-'r-- 24" HOwz H042K •—_�--I--I--I--I--I----I--I- (ALTERNATE HOOK)- • 12' O.G. o CENTER I I I I I I I I I I I OF WALL #5 HORIZ. 12" O.G. CENTER OF 10" MALL REI NOT b- WALL FTS -TO -WALL aWL 5- 5EE F/55 sHowN r° — -r — -1 — — — — — — _ I I I I I I #5 x ?'-8" 0 16" O.G. TRANSVERSE I I I I I I—I —�j-�t—---->--I—---�—�- 05 x IO' -IO" I II II II II II II II II II GLR I I II II II II II II II II II 05 x so"�. aa" ' • 10" O.G. IN 111 .1 GLR 1'-2" FTb 11 • - 16" 1 5 GLR - GONTAG K5 x 14'-8" ®Ib" O.G. LAP 95'-4" k5 x T-6" ® 9" O.G. 8' 05 CONT. FT6-TO-WALL DHL 05 x 10"-136.1 TRANSVERSE MIN. HORIZ. ® CENTER OF WALL (ALTERNATE HOOK) WALL ELEVATION: TYPICAL 8" THICK BRACE WALL 1/2" = 1'-0" G 3 4 2o' -ell B 56 114'-S" wig 2 -SPAN CONTINUOUS WI2 W8 B TYP 52 GONG PILASTER loo' -o" I I L-------� RIGID FRAME ELEVATION 5 TMP FULL HT. 1/4" EA. SIDE N12- STIFFENER TO MATCH COL FLANGE 114'-3" CONT. WI2 COL WEB y TO WI2 1/411 WI8 BEYOND (DASHED)- SEE D/56 W8 COL 6YP5UM BOARD COORDINATE FULL PEN. TYP. TOP 5HEATHIN6 PROVIDE (26)-16d NAILS REQUIREMENTS EA. SIDE ® 12" O.G. W/ PLANS 4 PROVIDE q/64" d1o. DETAILS. x 2" LOW VELOCITY STIFFENER PLATE POWDER DRIVEN NAIL OR # 12-24x2"EDGE NAILS' FLATHEAD TEK5/4 u ® STRUCTURAL AS MFR BY BUILDEX. 5HEATHIN6- I. SEE '5HEATHIN6 NOTES' -TYP. 2x'5 EA SIDE 1/2" RETURN TS COL. L TYPICAL T5 COL: PLAN VIEW NO SCALE GONG PILASTER I I --1-1---� L -------J FULL PENETRATION FIN B OPPOSITE 56 HAND �^ II 1148 GONG PILASTER I I --1—L--"I L -------J TYP TOP d BOT 1/4" FULL PEN. TYP. TOP TYP. TOP 4 PROVIDE (26)-16d NAILS 4 BOT. HORIZ. 5TIFFENER BOT. TO HORIZ. 5/5" dia. PLATE 1/2" TOP d BOT. THREADED ROD - STIFFENER PLATE EA. 5IDE WI2 AFTER INSTALLATION 114'-B" - / BEAM �T- 1/411 it WI2 I I v4 1/2" RETURN 11/2 1/2" I/2" RETURN ' 1 + * 1 1/4" TOP 4 BOT. I + I I a• P41:2�r I I I I + ILII I CONNECTION We COL 1 WI2 ANGLE- DOUBLE i4" x 0'-q" ( A5TM L 3V2" x 3�2" x W/ %" dla. A525 ) 5OLT5 SEE E/56 DOUBLE L 5V2" x 51,!z" x i4" x 0'-8.1/2" W/ %" dIQ. " SLR MAX ii ( A5TM A525) BOLTS WI8 BEYOND (DASHED)- �l SEE D/56 W8 COL RI61D FRAME II T W/ HTT5 HOLD -DOWN - TYP. TOP 4 PROVIDE (26)-16d NAILS f I I 5/I6" BOT. TO HORIZ. 5/5" dia. THREADED ROD - STIFFENER PLATE DISTRESS THREADS AFTER INSTALLATION STEEL 111 - / BEAM �T- 1/411 it WI2 I I 11/2 1/2" I/2" RETURN II 1 + I/4" TOP 4 BOT 1 311 I + I I I 311 I I I I + ILII I WI8 We COL 1 WI2 I I II II I I I I DOUBLE i4" x 0'-q" ( A5TM L 3V2" x 3�2" x W/ %" dla. A525 ) 5OLT5 1/2" RETURN TOP d BOT - 5/I6" ALTERNATE TO BOLTS DOUBLE L 9%y" x 5%5" x IJV4 X O'-8.1/211 W/ �4" dla TM A325) BOLTS 5 SIDES - 4" 3/1611 ALTERNATE TO BOLT5 I I I2" GLR MAX- II PLATE 1/2" x 10" x 20" HI I � 1 l.J I.I/211 - 1'-0" I.I/2" = I' -O" PROVIDE (2)-2xb STUD W/ HTT5 HOLD -DOWN - PROVIDE (26)-16d NAILS f I I EA. SIDE I ----------------- 5/5" dia. THREADED ROD - 1/2" W/ 2-1/2" dio DISTRESS THREADS AFTER INSTALLATION STEEL 111 TOP 4 BOT. BEAM �T- L� /P 111th 5�117fA -r; WI2 COPE TOP FL6 4 BOT FL6 Api TYP T5 COL- ATTACH WOOD STUDS PER 6/56 FULL HEIGHT STIFFENER PLATE 1/4" EA. SIDE WI2 I GAP PLATE 1/2" W/ 2-1/2" dio THREADED STUDS. TYPICAL TOP 4 BOT. U.N.O. "t��«�mnmurnr�i *��,o�`�,p0 �187 J KURTZ 4 ASSOG 1 ATES, I NG. 5012 COUNTY RD. 154 6LENWOOD 5PRINC751 COLORADO (41'10) 4145-6505 COMMERCIAL BUILDING FOR EGOS ENVIRONMENTAL AND DISASTER RE5TORATION 66410 HWY. 52 6ARFIELD COUNTY, COLORADO DRAWN BY: M.C.E.K. CHECKED BY: B.J.K. 5CALE: A5 5HOWN PROJECT #: 10-47.04 DATE: CON5TRUCTION 5ET: 05/18/12 5HEET TITLE: DETAILS 5HEET: